HomeMy WebLinkAboutContracts & Agreements_42-2026AGREEMENT TO PERFORM PROFESSIONAL SERVICES
This agreement for the provision of Special Inspection Services for the Redlands Police
Department Safey Hall Facility ("Agreement") is made and entered in this Ill' day of April, 2026
("Effective Date"), by and between the City of Redlands, a municipal corporation ("City") and
Geocon West, Inc., a California corporation. ("Consultant"). City and Consultant are sometimes
individually referred to herein as a "Party" and, together, as the "Parties." In consideration of the
mutual promises contained herein, City and Consultant agree as follows:
ARTICLE 1 — ENGAGEMENT OF CONSULTANT
1.1 City hereby engages Consultant to provide Special Inspection Services for the Redlands
Police Department Safey Hall Facility services for City (the "Services").
1.2 The Services shall be performed by Consultant in a professional manner, and Consultant
represents that it has the skill and the professional expertise necessary to provide the
Services to City at a level of competency presently maintained by other practicing
professional consultants in the industry providing like and similar types of Services.
ARTICLE 2 — SERVICES OF CONSULTANT
2.1 The Services that Consultant shall perform are more particularly described in Exhibit "A,"
titled "Scope of Services," which is attached hereto and incorporated herein by this
reference.
2.2 Consultant shall comply with applicable federal, state and local laws and regulations in the
performance of this Agreement including, but not limited to, any applicable State
prevailing wage laws.
ARTICLE 3 — RESPONSIBILITIES OF CITY
3.1 City designates Chris Boatman, Assistant City Manager, as City's representative with
respect to performance of the Services, and such person shall have the authority to transmit
instructions, receive information, interpret and define City's policies and decisions with
respect to performance of the Services.
ARTICLE 4 — PERFORMANCE OF SERVICES
4.1 Consultant shall perform and complete the Services in a prompt and diligent manner in
accordance with the schedule set forth in Exhibit "B," titled "Project Schedule," which is
attached hereto and incorporated herein by reference.
4.2 Consultant shall complete the Services by December 31, 2028, unless the Services are
terminated earlier as provided for herein.
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4.3 If Consultant's Services include deliverable electronic visual presentation materials, such
materials shall be delivered in a form, and made available to City, consistent with City
Council -adopted policy for the same. It shall be the obligation of Consultant to obtain a
copy of such policy from City staff.
ARTICLE 5 —PAYMENTS TO CONSULTANT
5.1 Compensation: Total compensation for Consultant's performance of the Services shall not
exceed the amount of Seven Hundred Sixty -Four Thousand Dollars ($764,000). City shall
pay Consultant on a time and materials basis up to the not -to -exceed amount in accordance
with Exhibit "C," titled "Fee Schedule," which is attached hereto and incorporated herein
by reference.
5.2 Consultant shall submit monthly invoices to City describing the Services performed during
the preceding month. Consultant's invoices shall include a brief description of the Services
performed, the dates the Services were performed, the number of hours spent and by whom,
and a description of reimbursable expenses related to the Services. City shall pay
Consultant no later than thirty (30) days after receipt and approval by City of Consultant's
invoice.
5.3 Any notice or other communication required, or which may be given, pursuant to this
Agreement, shall be in writing. Any such notice shall be deemed delivered (i) on the date
of delivery in person; (ii) five (5) days after deposit in first class registered mail, with return
receipt requested; (iii) on the actual delivery date if deposited with an overnight courier; or
(iv) on the date sent by facsimile or electronic mail transmission (including PDF), if
confirmed with a copy sent contemporaneously by first class, certified, registered or
express mail; in each case properly posted and fully prepaid to the appropriate address set
forth below, or such other address as a Party may provide notice in accordance with this
section:
CITY:
City Cleric
City of Redlands
35 Cajon Street
P.O. Box 3005 (mailing)
Redlands, CA 92373
jdonaidson@cityofredlands.org
Phone: (909) 798-7531
CONSULTANT:
Neal Berliner, GE, President
Geocon West, Inc.
24711 Redlands Blvd, Unit A
Loma Linda, CA 92354
Email: berliner@geoconina.com
Phone:909-894-2175
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ARTICLE 6 — INSURANCE AND INDEMNIFICATION
6.1 The following insurance coverage required by this Agreement shall be maintained by
Consultant for the duration of its performance of the Services. Consultant shall not perform
any Services unless and until the required insurance listed below is obtained by Consultant.
Consultant shall provide City with certificates of insurance and endorsements evidencing
such insurance prior to commencement of the Services. Insurance policies shall include a
provision prohibiting cancellation or modification of the policy except upon thirty (30)
days prior written notice to City.
A. Workers' Compensation and Employer's Liability insurance in the amount that meets
statutory requirements with an insurance carrier acceptable to City, or certification to
City that Consultant is self -insured or exempt from the workers' compensation laws of
the State of California. Consultant shall execute and provide City with Exhibit "D,"
titled "Workers' Compensation Insurance Certification," which is attached hereto and
incorporated herein by this reference, prior to performance of the Services.
B. Comprehensive General Liability insurance with carriers acceptable to City in the
minimum amount of One Million Dollars ($1,000,000) per occurrence and Two Million
Dollars ($2,000,000) aggregate, for public liability, property damage and personal
injury is required. City shall be named as an additional insured and such insurance shall
be primary and non-contributing to any insurance or self-insurance maintained by City.
C. Consultant shall secure and maintain professional liability insurance throughout the
term of this Agreement in the amount of One Million Dollars ($1,000,000) per claim
made.
D. Business Auto Liability coverage, with minimum limits of One Million Dollars
($1,000,000) per occurrence, combined single limit bodily injury liability and property
damage liability. This coverage shall include all Consultant owned vehicles used in
connection with Consultant's provision of the Services, hired and non -owned vehicles,
and employee non -ownership vehicles. City shall be named as an additional insured
and such insurance shall be primary and non-contributing to any insurance or self-
insurance maintained by City.
E. Consultant is expressly prohibited from assigning or subcontracting any of the Services
without the prior written consent of City. In the event of mutual agreement by the
Parties to assign or subcontract a portion of the Services, Consultant shall add such
assignee or subcontractor as an additional insured to the insurance policies required
hereby and provide City with the insurance endorsements prior to any Services being
performed by the assignee or subcontractor.
6.2 Consultant shall defend, indemnify and hold harmless City and its elected and appointed
officials, employees and agents from and against any and all claims, losses or liability,
including attorneys' fees, arising from injury or death to persons or damage to property
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occasioned by any negligent act or omission by, or the willful misconduct of, Consultant,
or its officers, employees and agents in performing the Services.
ARTICLE 7 — CONFLICTS OF INTEREST
7.1 Consultant covenants and represents that it does not have any investment or interest in any
real property that may be the subject of this Agreement or any other source of income,
interest in real property or investment that would be affected in any manner or degree by
the performance of Consultant's Services. Consultant further covenants and represents that
in the performance of its duties hereunder, no person having any such interest shall perform
any Services under this Agreement.
7.2 Consultant agrees it is not a designated employee within the meaning of the Political
Reform Act because Consultant:
A. Does not make a governmental decision whether to:
(i) approve a rate, rule or regulation, or adopt or enforce a City law;
(ii) issue, deny, suspend or revoke any City permit, license, application,
certification, approval, order or similar authorization or entitlement;
(iii) authorize City to enter into, modify or renew a contract;
(iv) grant City approval to a contract that requires City approval and to which
City is a party, or to the specifications for such a contract;
(v) grant City approval to a plan, design, report, study or similar item;
(vi) adopt, or grant City approval of, policies, standards or guidelines for City
or for any subdivision thereof.
B. Does not serve in a staff capacity with City and in that capacity, participate in
making a governmental decision or otherwise perform the same or substantially the
same duties for City that would otherwise be performed by an individual holding a
position specified in City's Conflict of hrterest Code under Government Code
section 87302.
7.3 In the event City determines that Consultant must disclose its financial interests, Consultant
shall complete and file a Fair Political Practices Commission Form 700, Statement of
Economic Interests, with the City Clerk's office pursuant to the written instructions
provided by the City Clerk.
ARTICLE 8 — GENERAL CONSIDERATIONS
8.1 In the event any action is commenced to enforce or interpret any of the terms or conditions
of this Agreement the prevailing Party shall, in addition to any costs and other relief, be
entitled to the recovery of its reasonable attorneys' fees, including fees for the use of in-
house counsel by a Party.
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8.2 Consultant shall not assign any of the Services, except with the prior written approval of
City and in strict compliance with the terns and conditions of this Agreement. Any
assignment or attempted assignment without such prior written consent may, in the sole
discretion of City, result in City's immediate termination of this Agreement.
8.3 Consultant is for all purposes under this Agreement an independent contractor and shall
perform the Services as an independent contractor. Neither City nor any its agents shall
have control over the conduct of Consultant or Consultant's employees, except as herein
set forth. Consultant shall supply all necessary tools and instrumentalities required to
perform the Services. Assigned personnel employed by Consultant are for its account only,
and in no event shall Consultant or personnel retained by it be deemed to have been
employed by City or engaged by City for the account of, or on behalf of City. Consultant
shall have no authority, express or implied, to act on behalf of City in any capacity
whatsoever as an agent, nor shall Consultant have any authority, express or implied, to bind
City to any obligation.
8.4 This Agreement may be terminated by City, in its sole discretion, by providing not less
than five (5) days prior written notice to Consultant of City's intent to terminate. If this
Agreement is terminated by City, an adjustment to Consultant's compensation shall be
made, but (1) no amount shall be allowed for anticipated profit or unperformed Services,
and (2) any payment due Consultant at the time of termination may be adjusted to the extent
of any additional costs to City occasioned by any default by Consultant. Upon receipt of a
termination notice, Consultant shall immediately discontinue its provision of the Services
and, within five (5) days of the date of the termination notice, deliver or otherwise make
available to City, copies (in both hard copy and electronic form, where applicable) of
project related data, design calculations, drawings, specifications, reports, estimates,
summaries and such other information and materials as may have been accumulated by
Consultant in performing the Services. Consultant shall be compensated on a pro-rata basis
for Services completed up to the date of termination.
8.5 Consultant shall maintain books, ledgers, invoices, accounts and other records and
documents evidencing costs and expenses related to the Services for a period of three (3)
years, or for any longer period required by law, from the date of final payment to Consultant
pursuant to this Agreement. Such books shall be available at reasonable times for
examination by City at the office of Consultant.
8.6 This Agreement, including the Exhibits incorporated herein by reference, represents the
entire agreement and understanding between the Parties as to the matters contained herein,
and any prior negotiations, written proposals or verbal agreements relating to such matters
are superseded by this Agreement. Except as otherwise provided for herein, any
amendment to this Agreement shall be in writing, approved by City and signed by City and
Consultant.
8.7 This Agreement shall be governed by and construed in accordance with the laws of the
State of California, without regard to its conflicts of laws provisions. The Parties agree that
all actions or proceedings arising in connection with this Agreement shall be tried and
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litigated only in the state courts located in San Bernardino County, California, and the
federal courts located in Riverside County, California.
8.8 If one or more of the sentences, clauses, paragraphs or sections contained in this Agreement
is declared invalid, void or unenforceable by a court of competent jurisdiction, the same
shall be deemed severable from the remainder of this Agreement and shall not affect,
impair or invalidate the remaining sentences, clauses, paragraphs or sections contained
herein, unless to do so would deprive a Party of a material benefit of its bargain under this
Agreement.
IN WITNESS WHEREOF, duly authorized representatives of City and Consultant have
signed in confirmation of this Agreement.
CITY OF R LANDS
A 4-
By:
Mario Saucedo, Mayor
ATTEST:
Jt9ne Donaldson, City Clerk
GEOCON WEST, INC.
By:
Neal Berliner, E, President
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EXHIBIT "A"
SCOPE OF SERVICES
Consultant shall conduct special inspection services for Redlands Police Department Safety Hall
Project ("Project') located at 1625 W. Redlands Blvd., Redlands. The Scope of Services required
for this Project may include, but is not limited to the following:
• Observation of ground improvement installation (including report preparation)
• Soil Compaction Observation and Testing (including report preparation)
• Approval of Excavation Bottoms
• Soils Laboratory Testing
• Inspection of Drain/Sub-Drain Pipes
• Concrete and Steel Laboratory Testing
• Drilled -In -Anchor Inspection and Testing
• Structural Steel Bolting Inspection
■ Reinforced Concrete Inspection and Testing
• Structural Masonry Inspection and Testing
• Structural Steel Welding Inspection
• Framing Inspection
A. Special inspection & Materials Testing
Consultant will provide special inspectors as required for the Project during construction. The
inspector would be equipped with a vehicle and sufficient field-testing equipment to collect
samples for materials testing, if needed.
B. Laboratory Testing
Consultant will perform materials testing necessary for Project support and report preparation,
The quantity and type of tests performed will depend on the conditions encountered. The actual
cost for laboratory testing will be invoiced in accordance with Exhibit C (Fee Schedule).
C. Project Support and Scheduling
Consultant will provide professional support and scheduling for the Project during construction.
Professional support is expected to include site visits during construction as necessary,
attendance at project meetings, preparation of reports, and Quality Assurance/Quality Control
review of the work performed on the site.
D. Report Preparation and Submittal
A report of special inspections will be produced for the Project documenting the inspection
activities, laboratory and field test results and their compliance with the Project plans and
specifications.
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Inspectors will prepare a Daily Field Report each day prior to leaving the site to document the
inspections performed and compliance with the Project plans. Daily field reports will be
distributed to the Project team.
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EXHIBIT'B"
PROJECT SCHEDULE
The anticipated schedule is set forth below. Scheduling will be confirmed with the City's Project
Manager; and adjustments may be made to align with the building construction timeline
(commencing April 2026 through August 31, 2028).
Anticipated Schedule
Coordination and Scheduling of
Inspection Services
Preparation and Distribution of
Weekly Summary Reports
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Within 24 hours of
request
Provided one week after
inspections occur,
includes all related
laboratory test results
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_ LABORATORY TESTS'
COMPACTION CtTRVES SOIL. AND AGGREGATE PROPERTIES
(i)698rDI5571T991T180) 4-inch mold ................................ $400iea
(D698/D15571T99rfi80) 6-inch tnold................................ W0/ea
(CT 216) Califortia Impact ...................................... $400/ea
Check Pout......................................................................... $175/ea
(DI63?/CT312) Soil Cement CyL Fabrication (Set of 3) 52501set
(DI632/CT312) Soil Cement Cyl. Fabrication (Add. Spec)$100/ea
(DI633/CT312) Soil Cement Comp. Strength (Set of 3) .. 5400/set
(D I 6331CT312) Soil Cement Comp. Strength (-add. Spec.)$150lea
SOIL AND AGGREGATE STABILITY
(D2844/CT301) Resistance Valne......................................5450/ca
(D2&WCT301) Resistance Value. Treated ........................ $450lea
(DI883) California Bearing Ratio .................._.....-.........._ 5700/ea
(C977) Stabilization Ability of Lune ....................... .........__ 200/ca
(D1883) Calif. Beating Ratio (Army Corps ofEng]neers) $7001ca
CAENUCAL ANALYSIS
(G187/CT643Ir288) pH and Resistivity- ........................... $250/ea
(D4972IT289) pH Only ...................................................... $125/ea
(CT417,`f290) Sulfate Content ........................................... S175/ea
(CT422/I'291) Chloride Content ......................................... 51751ca
(D2974) Organic Content .... ........... ..................... ............. _ $150?ea
PERMEABILITY, CONSOLIDATION. A7'1) EXPANSION
(D5084) Permeability. Flexible Wall.. . ........ ............ $4001ea
(D5856) Permeability, Rigid Wall .........................._.... $350/ea
(D2434) Permeability. Constant Head ...........................---- $350/ea
(D2434) Permeability. FHA Slab -on -Grade ................... $150/ea
(D2434) Pefmeability. Hourly ............................................ $100/ea
(D243S/T216) Consolidation (6 pts. w! Unload) ............ $500/ea
(D2435f 216) Consolidation Additional Point w/ Unload. $150/ea
(D243511`216) Time Rate Como]. (6 pis. w luioad) ........ 1,000iea
(D24351T216) Time Rate Consol. Add'1. Point wlUtiload... 200/ea
(D4546) Swell/Compression Testing & Density ................ 5150/ea
(D4546) Swelt/Settlewent Testing & Density (ea, add- pt) $100/ea
(D4546) Swell/Settlement Testing & Density (Country) ..... $1501ea
(D4546) Swell/Settlement Testing & Density (FHA) ........ $150/ea
(D4829) Expansion index of Soils ......................................
$3501ea
STEEL TESTING
Reinfarcigg Steel Tests:
(A3701A6151A706) Tensile Strength &Elongation
#11 Bar & Smaller..-... ..... ..... _ ........ _
$I50/ea
#14 Bar ___ .... ...-................................................
$175/ea
# 18 Bar (Proof Test) ...........................................
$200/ca
(A3701A615IA706) Bend Test
#11 Bar & Smaller ...............................................
$100/ea
#14 & /418 Bar .................................................... .
$1251ca
(A3701A1034) Tensile - Mechanically Spliced Bar
#11 Bar & Smaller ...............................................
$225ka
#14 Bar & Larger .........
$275ka
(.A370) Tensile -- Electric Resist, Batt Splice wl Control ..-
$2251ea
(A370) Straightening of bar (if required) ............................
$100les
Structitral Steel Tests:
(A370) Machining & Prep of Test Specimen ............... Cost + 20%
(A370) Tensile Strength & Elongation
Up to 200,000lbs.................................................
5175/ea
200,000 - 300.0001bs..........................................
$200/ea
300-000 - 400.000 lbs........................... _ _...........
$225/ea
(D422/T88) Panicle Size Analysis. Hydrometer ..... ....... .... $400/ea
(C136/D6913/''T27) Sieve. Coarse to Fine w/ 4200 Wash .. $225iea
(C1361D6913/T27) Sieve. Coarse or Fine wi -4200 Wash ...$2001ea
(C136/D69I3/ T27) Sieve, Coarse or Fine No #200 Wash ..$1751ea
(CI 17/D1140rr11) Materials Finer than #200....................$150/ea
(D2216.7265/CT226) Moisture Content ..............................
$50/ea
(D24871D2488) Visual Soil Classification ...........................
$50/ea
(D2937) Density of Im-Place Soil, Drive-Cyl. Method...........
50/ea
(D4943) Shrinkage Factors of Soils. Wax Method .... ..............
751ea
(Cl 31105351CT211) L.A. Abrasion Resistance ........... .......
$350/ca
(C 1421r 112) Clay Lumps and Friable Particles ..................
$2251ea
SOIL AND AGGREGATE PROPERTIES (COIN-M.)
(CI231TI13) Lion Weight Particles...................................$3001ea
(D37441CT229fr210) Durability Index Fine .....................A250/ea
(D374 }/CT229Ti210) Durability Index Coarse ...............
.... $2501ea
(CT227) Cleanness Value ....................................... .............
$250/ea
(D4791) Flat & Elongated Particles .............. __........... ......
$250lea
(D693)CT205) Percent Crushed Particles ............... .............
$225/ea
(D5821) Percent. of Fractured Particles. Coarse Aggregate $225/ea
(C40/CT213,721) Organic Impurities .__. ... ... -....-.._._....-..$150/ea
(C235) Soft Hardness (Scratch Hardness) ... ...... .................
$130/ea
(C881Cr214IT104) Sulfate Soundness ...... .....................
_ _.$600lea
(C1252fr304) UncompacL Void Content, Fine Aggregate.$225/ea
(C127ICT206IT95) Coarse Specific Gravity .......................$200;ea
(C128iCT207ff84) Fine Specific Gravity...........................$225/ea
(D8541CT2091T100) Specific Gravity of Soil_ ..................$2501ea
(C291CT211TI9) Unit Weight & Percent Voids................$150/ea
(D24191CT2171TI76) Sand Fquivalent ...............................$'2001ca
(D43181CT204iTS9rf90) Plastic Index (Plastic/Liq. Limit) $350/ea
(D43I8/CT2041T89) Liquid Limit .......__..........__............$1751ea
(D4318ICT204fr90) Plastic limit .......... .......... ........ ..........$175/ea
(C330) Spec. for lightweight Aggregates, Strnc. Concrete.. Quote
SHEAR STRENGTH
(D2I66) Unconfined Compression. .... __.......... ............
..... $1751ea
(D30S0/T236) Direct Shear (3 Points). . .................. ...
$450JSet
(D3080/T236) Remolded Direct Shear (3 points) .............$550/set
(D3080fI236) Direct Shear Addd. Pointslea. residual pass $200/ea
(D2850) Unconsolidated-Undrained Triaxial Shear.... ........
$2001ea
(D2850) Unconsolidated-Undra]ned Triaxial Staged ..........$2501ea
(D4767) Consolidated-Undrained Triaxial Shear................$450/ea
(D4767) Consolidated-Undrained Trinial Staged __....._...$450,ea
(EM.I110) Consolidated-Drtlimed Triaxial Shear.................$500lea
(EMI110) Consolidated -Drained Triaxial Staged ....... ....._1700/ea
i4iASONRY"'
Concrete Block Test (Sets of 3 Required):
(C140) Unit Weight Moisture Content & Absorption ........
$350/ea
(C140) Moisture Coment/Absorption (ea. addtl. specimen) 125/ea
(C140) Compression Test .....................................................
3001ea
(C140) Compression Test (ea. addil. specimen) ..................
125/ea
(C426) Linear Drying Sh[inkage..........................................
3501ea
(C1091UBC 21-16) Mortar Cylinder (2"x4") .......................$40/ea
(C1019/UBC 21-19) Grout Prism (3"x3"x6"), trim, inciuded$451ea
Masonry Prism (Assemblage):
(C1314)8"x8'k16"-8-'xl2"xl6"................. ....................
$250/ea
(C1314) 8'xl6-xl6"- 10"xl2"xl6...... ...................... .......
$2501ca
I:IcmolAgreements%Geocon Professional Sery Agreement FY2526-148.doex- win
L,ABORATORY'FEST_ S* (CpNTINUED)
a
Pre -stressing Wire &Tendon Tests
(C1314)12"x12"x16"-12"xI6"xl6"..... . .........
$275 /as
(A421) Tensile Strength, Single Wire ...................................
$250 lea
(C1314) Luger than l2"xl6"xi6"............................
Quote
(A416) Tensile Strength, 7-Wire Strand ................................
$300 lea
Hi hg $tren hg r Bolt, Nut, & Washer Tests:
Brick Test (Set of 5 Spechuens):
(F3125/A325/A490) Tensile Test on Bolts ............................
$150 /on
(C67) 24-Hour Absorption, Cold Water.............................
$300 /set
(F3125/A563) Proof Load Test on Nuts ................................
$150 lea
(C67)5-Hour Absorption, Boiling Water...........................
$300/set
(F3125/A325/A490) Hardness Test on Bolts ........................
$ l00 /ca
(C67) Compression Test or Modulus of Raptur'e,...............
$350 /set.
(F3125/A536)Hardness Test on Nuts ...................................
$100/en
(C67) Each Additional Specimen ....... ....... ........... .,............
$too lea
(F3125/F436) Hardness Test on Washers ............. ...... .........
$100 lea
CONCRETE**
Weld Specimen Tests:
Mix Designs:
(E164) Uthaionic Examination ................................................
Quote
(AC12111ACI214) Concrete Mix Design .... ............ ............
$1000 lea
Machining & Prep of Test Specimen .................................
Cost+20%
(ACI21 i/ACI214) Review of Concrete Mix Design ..........
$600 lea
(E381) Macrotech Test (3 Faces) ..........................................
$355 /as
(C192) Concrete Trial Mix (includes equipment & labor) .....
$1000 lea
ASPHALT TESTING
Concrete Prron ill _
Asphalt Properties:
(C39/CT521/T22) Comp. Strength, Concrete Cyl.............
$40 lea
(D2726/CT308/7'166) Bulk Spec. Gray. Compacted HMA.......
$150 /ea
(C42/CT521lT22) Comp. Strength, Concrete/Ounite Core.....
$75 ina.
(D1560/CT366) Stabilometer Value (HVEEM) ...................
$250 lea
(C78/CT523) Ftex. Strength of6"xb"x21" Concrete Beam....
$150 leer
(D2041) Theoretical Max Specific Grovity...... ..._................
$225/ea
(CI74) Length Measuring of Drilled Cores........................
$100 lea
(D5444) Sieve Analysis of Extracted Asphalt .......................
$275 /as
(CI140) Slmterete Panel -Coring & Testing (Set of 3) .......
$400 /sat
(1)6307/CT382) Percent Asphalt, ignition Method ...............
$200 /as
(CI140) Shoterete Panel (each a kill. specimen) ................
$150 lea
(DIi88)Unit Weight of Asphalt Core
$12.5 lea
(C469) Static Modulus of Elasticity ....................................
$300 lea
NMCELLANEOUS TESTING SERVICES
(C426) Drying Shrinkage (Set of 3, up to 28 days) ......__
$650 /set
Calibration of Hydraulic Ram
(C642) Spec. Gravity, Absorp., Voids in Hardened Concrete.
$125 lea
100 Ton & Under...................................................................
$350 /on
(FI869) Vapor Emission Rate, Concrete Subfloor...........
.. $150 lea
101 Tons — 200 Tons.................................-.............................
$450lea
Use of Universal Testing Machine:
UTM with One Operator....................................... ............
..... $500 lea
Additional Technician............ ....................... ........ .. Regular Tech Rate
Spray Applied Fireproofing.:
*2X Surcharge an rush turnaround for laboratory testing.
(E605/E736) Fireproofing Oven Dry Density/Thickness...... 5175 lea **Fee applies for sample storage, testing, or disposal
_ . ante"-"«�+t ?"`3...ia•-.'a.y.."S�TION MON,ITp]INO SER11GE- y ,
Initial Set -Up & Baseline Readings (Each) ........... ................. $3000 Monitoring (Monthly) ................................. ............... ........ ...$6000
Installation (Two Stations) ....... ...................... ...................... ........ $3500 Monitoring (Weekly) ............ ............ ........................ ............. $2000
Installation (Each Additional Station) ..... .......................... ....... ... $2000 Monitoring (Daily) .......... ..... ___ ... ... $Soo
...................................
Meetings, Additional Reporting (Hourly) ............... ........... ........... $160 Emergency Site Visit .................................... .......... ................ $640
�� .uw... A_nw'kR, ,....-:t-:z�C%n�ITY �-4QATRIJ�GEOPH�SICAt: SERVICESr(I�EGUF'„�T QYI,OTA'f10N),' -
• Utility Locating • Electrical Resistivity' tomography
• Seismic Remit Study • Refraction Study
• Multichannel Analysis of Surface Waves • Underground Storage Tank Evaluation
1. Listed are typical charges for the services most frequently performed by Consultant. Prices for unlisted services, as well
as special quotations for programs involving volume work, will be provided upon request. Laboratory test prices shown
are for laboratory work only, and include reporting of routine results not calling for comments, recommendations, or
conclusions.
2. Sampling and testing are conducted in substantial conformance with the latest applicable or designated specifications of
the American Society for Testing and Materials, Caltrans, American Association of State Highway and Transportation
Officials, or other pertinent agencies.
3. Saturday, night work, and overtime hours are charged at time and one-half; Sundays mid holidays at double time. Per
diem is $305.00 per day when the location of work dictates.
4. Equipment and materials will be billed at cost. Outside services, including subcontractors and rental of special equipment,
are billed at cost. Hourly services are billed portal to portal from the closest office in accordance with the stated hourly
rates herein, with a minimum two-hour charge.
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I:\emo\Agrecments\Geocon Professional Sery Agreement FY2526-148.docx- wm
EXHIBIT "D"
WORKERS' COMPENSATION INSURANCE CERTIFICATION
Every employer, except the State, shall secure the payment of compensation in one or more of the
following ways:
(a) By being insured against liability to pay compensation by one or more insurers duly
authorized to write compensation insurance in this State.
(b) By securing from the Director of Industrial Relations, a certificate of consent to
self -insure, either as an individual employer, or as one employer in a group of
employers, which may be given upon furnishing proof satisfactory to the Director
of Industrial Relations of ability to self -insure and to pay any compensation that
may become due to his or her employees.
CHECK ONE
J" PI am aware of the provisions of Section 3700 of the Labor Code which requires every
employer to be insured against liability for Workers' Compensation or to undertake self-insurance
in accordance with the provisions of that Code, and I will comply with such provisions before
commencing the performance of the work and activities required or permitted under this
Agreement. (Labor Code § 1861).
I affirm that at all times, in performing the work and activities required or permitted under
this Agreement, I shall not employ any person in any manner such that I become subject to the
workers' compensation laws of California. However, at any time, if I employ any person such that
I become subject to the workers' compensation laws of California, immediately I shall provide the
City with a certificate of consent to self -insure, or a certification of workers' compensation
insurance.
I certify under penalty of perjury under the laws of the State of California that the information and
representations made in this certificate are true and correct.
GEOCON WEST, INC.
By: Date: 4/2/2026
Neal Berliner, GL,President
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l:IcmolAgreements\Geocon Professional 5ery Agreement FY2526-148.doex- wm