HomeMy WebLinkAboutContracts & Agreements_3-2013_CCv0001.pdf AGREEMENT TO PERFORM PROFESSIONAL SERVICES
This agreement for the provision geotechnical services ("Agreement") is made and
entered in this I&day of January, 2013 ("Effective Date"), by and between the City of
Redlands, a municipal corporation("City") and Converse Consultants ("Consultant"). City and
Consultant are sometimes individually referred to herein as a-Party" and, together, as"Parties."
In consideration of the mutual promises contained herein, City and Consultant agree as follows:
ARTICLE I —ENGAGEMENT OF CONSULTANT
1.1 City hereby engages Consultant to provide geotechnical services at the City's Hinckley
surface water treatment plant located at 1604 Crafton Avenue in the City of Redlands and
various project locations in the City of Redlands (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 to supply the geotechnical services on an
as needed and requested basis by City.
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 State prevailing wage
laws.
ARTICLE 3 —RESPONSIBILITIES OF CITY
3.1 City shall make available to Consultant information in its possession that may assist
Consultant in performing the Services.
12 City designates Chris Diggs, Deputy MUED Director, 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 The term of this Agreement shall be for one year, commencing upon the Effective Date
of this Agreement.
4.2 If Consultant's Services include deliverable electronic visual presentation materials, such
materials shall be delivered in a form, and made available to the 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.
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ARTICLE 5 — PAYMENTS TO CONSULTANT
5.1 The total compensation for Consultant's performance of the Services shall be in the
amount of Thirty Thousand Dollars ($30,000) and shall be paid on a time and materials
basis based upon the hourly rates shown in Exhibit-A," entitled"Rate 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 any 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 All notices shall be given in writing by personal delivery or by mail. Notices sent by mail
should be addressed as follows:
City Consultant
Chris Diggs, Deputy MUED Director Hasluni S.E. Quazi
City of Redlands Converse Consultants
35 Cajon Street, Suite 15A 10391 Corporate Drive
P.O. Box 3005 (mailing) Redlands, CA 92374
Redlands, CA 92373
When so addressed, such notices shall be deemed given upon deposit in the United States
Mail. Changes may be made in the names and addresses of the person to whom notices
and payments are to be given by -living notice pursuant to this section 5.3.
ARTICLE 6— INSURANCE AND INDEMNIFICATION
6.1 Insurance 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 Citv.
6,2 Consultant shall secure and maintain Workers' Compensation and Employer's Liability
insurance throughout the duration of its performance of the Services in accordance with
the laws of the State of California, with an insurance carrier acceptable to City as
described in Exhibit-13,- entitled"Workers' Compensation Insurance Certification,"
which is attached hereto and incorporated herein by this reference.
6.3 Consultant shall secure and maintain comprehensive general liability insurance with
carriers acceptable to City. Minimum coverage 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.
6.4 Consultant shall secure and maintain professional liability insurance throughout the term
of this Agreement in the amount of One Million Dollars (51,000,000)per claim made.
6.5 Consultant shall have business auto liability coverage, with minimum limits of One
Million Dollars(51,000,000)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 names as an additional
insured and such insurance shall be primary and non-contributing to any insurance or self
insurance maintained by City.
6.6 Consultant shall defend, indemnify and hold harmless City and its elected 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 occasioned
by and negligent act, omission or failure to act by Consultant, 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 or participate in:
(i) the making or any City governmental decisions regarding approval of a
rate, rule or regulation, or the adoption or enforcement of laws;
(ii) the issuance, denial, suspension or revocation of City permits, licenses,
applications, certifications, approvals, orders or similar authorization or
entitlements-,
(iii) authoring City to enter into, modify or renew a contract;
(iv) granting 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) granting City approval to a plan, design, report, study or similar item;
(vi) adopting, or granting 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 interest Code under Government Code section 87302.
7.3 In the event City officially determines that Consultant must disclose its financial
interests, Consultant shall complete and file a Fair Political Practices Commission Form
700, State of Economic Interests with the City Clerks' 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.
8.2 Consultant shall not assign any of the Services, except with the prior written approval of
City and in strict compliance with the terms, and conditions of this Agreement.
8.3 Project related documents, records, drawings, designs, cost estimates, electronic data
files,databases and any other documents developed by Consultant in connection with its
performance of the Services, and any copyright interest in such documents, shall become
the property of City and shall be delivered to City upon completion of the Services, or
upon the request of City. Any reuse of such documents, and any use of incomplete
documents, shall be at City's sole risk.
8.4 Consultant is for all purposes under this Agreement an independent contractor and shall
perform the Services as an independent contractor. Neither City nor of its agents shall
have control over the conduct of Consultant or Consultant's employees, except as herein
set forth. Consultant shall supply 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 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.
8.5 Termination. Unless earlier terminated as provided for below, this Agreement shall
terminate upon completion and acceptance of the Services by City; provided,however
this Agreement may be terminated by City, in its sole discretion, by providing thirty(30)
days prior written notice to Consultant(delivered by certified mail, return receipt
requested)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 dude
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,
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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.
8.6 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 o this Agreement. Such books shall be available at reasonable times
for examination by City at the office of Consultant.
8.7 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, an
amendment to this Agreement shall be in writing, approved by City and signed by City
and Consultant.
8.8 This Agreement shall be governed by and construed in accordance with the laws of the
State of California.
8.9 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 REDLANDS CONVERSE CONSULTANTS
By: By:
Enriq in z,-C6)Manager HashrmS.E.-i)uazi
Attest:
Sam lru n,City Clerk
5
"EXHIBIT "At"
RATE SCHEDULE
CONVERSE CONSULTANTS
Prevailing Wacte Schedule of Fees
Personnel
Introduction
It is the objective of Converse Consultants to provide its clients with quality professional and technical services and a continuing
source of professional advice and opinions. Services will be performed in a manner consistent with that level of care and skill
ordinarily exercised by members of the profession currently practicing in the same locality under similar conditions.
Hourly Charges for Personnel
Staff assignments will depend on personnel availability,job complexity,project site location and experience level required to satisfy
the technical requirements of the project and to meet the prevailing standard of professional care.
Field Technical Services
Construction Inspector—ACl/1CB0 and/or AWS/CWI certified(concrete,post-tension,masonry,structural steel.
fireproofing,includes concrete batch plant and local steel fabrication inspections) $82
DSA Masonry Inspector $82
Non-Destructive Testing Inspector(ultrasonic,magnetic particle,dye penetrant,skidmore,pull testing,torque testing,
Schmidt hammer,and pachometer) $85
Soils Technician(soil,base,asphalt concrete,and moisture emission testing) $80
Sample Pick-up $40
Professional Services(Field and Office)
Staff Professional $80
Senior Staff Professional $85
Project Professional $115
Project Manager $115
Senior Professional $135
Principal Professional $160
Laboratory Testing
Laboratory Technician $65
(Unit prices for routine tests quoted upon request;see Geotechnical Laboratory Testing and Materials Testing Services Schedules
of Fees)
Office Support
Clerical/Word Processing $60
Drafting $65
CAD Operator/Drafting Manager $70
Overtime and special shift rates for Field Technical Services personnel are determined in accordance with Prevailing Wage law.
Travel time to and from the job site will be charged at the hourly rates for the appropriate personnel,
Expenses
1. Exploration expenses(drilling,trenching,etc.)are charged at cost plus fifteen percent.
2. Travel and subsistence expenses(transportation, room and board, etc,)for individuals on projects requiring travel and/or
living away from a principal office are charged at cost plus fifteen percent.
3. Automobile and truck expenses are charged at cost plus fifteen percent(rentals)or at a rate of fifty-five cents per mile for
company-owned vehicles traveling between principal office and project.
4. Other out-of-pocket direct project expenses(aerial photos, long-distance telephone calls, permits,bonds,outside printing
services,tests.etc.)are charged at cost plus fifteen percent.
Invoices
1. Invoices will be submitted to the Client on a monthly basis,and a final bill will be submitted upon completion of services,
2. Payment is due upon presentation of invoice and is past-due thirty days from invoice date. In the event Client fails to
make any payment to Converse when due,Converse may immediately cease work hereunder until said payment,together with
a service charge at the rate of eighteen percent per annum(but not exceeding the maximum allowed by law)from the due date,
has been received.Further.Converse may at its sole option and discretion refuse to perform any further work irrespective of
payment from Client in the event Client fails to pay Converse for services when said payments are due,
General Conditions
Compensation for laboratory testing services will be made in accordance with this fee schedule. Costs of tests not on this schedule
will be by quote and/or in accordance with our current hourly fee schedule. The rates are based on non-contaminated soil. A
surcharge will be charged for handling contaminated material,which will be determined based on the project,
IDENTIFICATION AND INDEX PROPERTIES TESTS
Visual Classification,ASTM D2488.................................................8.00
Engineering Classification,ASTM D2487......................................15.00
Moisture Content
. Moisture Content&Dry(Bulk)Density,
ASTM D2216&D2937... ............. ----15,00
Moisture Content ASTM D2216,...,........... 10,00
Shrinkage Limit ASTM D427........ .....$5,00
Atterberg Limits,ASTM D4318
• Severed points-.-.................
80.00
• One point........................ 4{7 00
Particle Site Analysis,ASTM 0422
• Fine Sieve(From+#200 to#4) ........
• Coarse Steve(From+#200 to 3 in) ........ 80,00
• Hydrometer.................---........ ....... 8&00
Percent Passing#200 Steve,ASTM D1140---... ...---45,00
Specific Gravity
* Fine ipassft#4 sieve),ASTM D854. ......---70,00
* Coarse(retalned on#4sieve),ASTM C127,....,.... ...70.00
Sand Equivalent Test...........-......----....... ...75.00
Double Hydrometer Dispersion,ASTM D4221..... ...........15 ,00
COMPACTION AND BEARING STRENGTH
Standard Proctor Compaction,ASTM D698 or ASTM D1557-91
• Method A&B............----....... ........-.....,,,.12{3.00`
• Method-C{6 inch mad)-...... 130,00
California Impact Abathod(Caltrans;216), .....----.200,00
R-value,ASTM D2&44: ... ......:......,,..240.00
California Bearing Ratio(GBR),ASTM D1883
* I point.............. 125,00
* 3 paint........-....... .............. .......-325.00
Relative Density
0 0.1 cubic foot mold........... ....--200,00
. 0,5 cubic foot mold................. ...... ....-----300,00
SHEAR STRENGTH
Torvane/Pocket Penetrometer......... .....-20,00
Direct Shaw(per point)
• Quick Test..........................................----...................60.1)0
• Consolidated-Drained(granular soil)
ASTM 133080...3 ............. .......... 140-00
• Consolidated-Drained(fine grained soil),
ASTM 03080... ... :;..,..,..2011.114
•" Consolidated-Undrained(fine grained)....--.........„.:......,.120.00
• Residual Strength,per Cycle......... „....,, ':....,...,.45.00
• Remolded Specimens,per specimen. ....... ......45.00
STATIC UNIAXIAL AND TRIAXIAL STRENGTH TESTS
(PER POINT)
Unconfined Compression,ASTM 2166--........-......... 75,00
Unconsolidated-Un"ned,ASTM D2850....... 110.00
Consolidated-Undrained(per point)..--....... .......700,00
Consolidated-Drained(per point)...,.;:,. --........-.......:..........7013.41)
With Pore Pressure Measurement per load ........ ...--150.00
Remolded Specimens,per specimen-,........---.... ...----45,00
CONSOLIDATION AND SWELL COLLAPSE TESTS
8 Load Increments....---------............ --....... 180,00
Additional load increment.......:„a,.... ........ .....30.00
Time-Ratio,per load increment,............. ...... 60,00
Single Paint{ test)-......----.............. 60,00
Single Load Swett,ASTM D4546
• Ring Samplee,f ield Moisture .......----.......... ......65.04
• Ring Sample,Air Dried...>,.... ................--....... . ......-65,00
Remolded Sample,per specimen..... ............. ........---45000
Expansion Index Test,UBC 29-2/ASTM D4829... ...----80,00
HYDRAULIC CONDUCTIVITY TESTS
Constant Head,ASTM D2434.............. ......--.,2%00
Failing Head fle)k*Wall,ASTM D5084 300,00
Triaxial Permeability,EPA 9100....,---...--............ ...... .....354.00
Remolded Specimen,per specimen... ....... .............50.04
CHEMICAL TESTS
Conosivity fpH.resistivity,suffates,chlorides)............... ...........150,00
Organic Content ASTM D2974....--...... ...6&00
Conditions: Unit rates presented on this fee schedule are for routinely performed geotechnical laboratory tests. Numerous other
earth material physical testscan be performed in our geotechnical laboratories, including rock me, soil cement and soil time
mixture tests. Tests not listed can be quoted upon request.
Prices are based on the assumption that samples are uncontaminated and do not contain heavy metals,acids,carcinogens and/or
volatile organics which can be measured by an organic vapor analyzer or photojonization detector with a concentration greater than
50 parts-per-mittion(ppin). Quoted testing fees are based on the assumption that no protective clothing will be required to handle
samples, If Level D protective clothing will be required during handling of samples(as defined in the Federal CFR Part 1910.120),
then a 40%increase in fees presented in this schedule will be applied. Level C protective clothing will be a 60%increase in fees.
Converse will not handle samples that require either Level B or Level A protection in our geotechnical laboratories. Contaminated
samples will be returned to the client. Uncontaminated samples will be disposed of 30 days after presentation of test results. The
client must disclose the source of samples. Samples imported from out of state will be incinerated after testing,in accordance with
requirements of the United States Department of Agriculture. Soil samples obtained within the State of California currently
designated quarantine areas will also be incinerated in accordance with the requirement of the State of California. Department of
Food and Agriculture. Division of Plant Industry, Pest Exclusion, A $5.00 incineration fee will be added to each sample that is
required to be incinerated in accordance with State and Federal law.
Test results requiring plots will be presented in a publishable format generated from computer programs. Otherwise, raw test
numbers will be presented. A minimum laboratory fee of$50.00 will be charged to present and mail test results. Beyond the
standard U. S. Mail delivery, specialized transmittal will be charged at additional cost (e.g., Federal Express, UPS, etc.),
Geotechnical testing does not include engineering and/or geologic review and analysis. Typical turn-around for geotechnical
laboratory testing is two weeks(or roughly ten working days). To expedite test tum-around to five working days,a 50%increase in
the fees in this schedule will be applied. Many geotechnical tests require at least one week to perform in accordance with the ASTM
or other standard specifications. Fees presented in this schedule for relatively undisturbed direct shear,consolidation or expansion
pressure tests are based on the assumption that 22-inch-diameter(2,416-inch inside diameter)brass ring samples will be provided
to the geotechnical laboratory for testing. Remolded specimens will be compacted in standard 2.5-inch outside diameter brass rings
for direct shear,consolidation and expansion pressure tests. All fees presented in this schedule are based on the assumption that
the client will deliver samples to our laboratory at no additional cost to Converse.
Materials Testing Services
Compensation for laboratory testing services will be based on rates in accordance with this schedule. Costs of tests not on this
schedule will be by quote and/or in accordance with our current hourly fee schedule.
AGGREGATES
Moisture Content(ASTM D2216) .................._$10-00
Particle Size Analysis
• Coarse(ASTM C136),each............. .......60.00
■ Coarse and fine(ASTM C136&137),each........................140.00
• Specific Gravity&Absorption
■ Coarse Aggregate(ASTM C127). .........._..............._80.00
■ Fine Aggregate(ASTM C128)...............................................80.00
■ Unit weight per cubic foot(ASTM C29).................................50.00
• Soundness-Sodium or Magnesium(ASTM C88),each........200.00
• Potential Alkali Reactivity(ASTM D289).............................300.00
• Freeze Thaw Soundness....................._................_...........175.00
• Los Angeles Abrasion,per class(ASTM C131,C535}........210.00
■ Sand Equivalent(ASTM D2419)...._............... ............70.00
■ Lightweight Particles(ASTM C123),each........................_...75.00
■ Clay Lumps and Friable Particles(ASTM C142),each........100,00
■ Stripping test(ASTM D1664),each..............._......................65.00
■ Organic impurities(ASTM C40)............................................60.00
■ Durability ......_........__...... ...... ....... By Quote
CONCRETE TESTS
Laboratory Trial Batch(ASTM C192)....................................By Quote
Laboratory Mix Design,historical data.......-....................-....By Quote
Compression Test,6"x 12"cylinder(ASTM C39),each...............23.00
Light Weight Concrete
• Compression.............. ... .... ........__23,00
■ Unit Weight.......................... ...... .......... ......... .....2100
Specimen preparation,trimming or coring,each... ...... ........45,00
Bond Strength(ASTM 0321)
• Prepared by Converse....................................................._.120.00
• Prepared by Others..... ........ .............60,00
Core Compression Test(ASTM C12),each ... ...... .....45,00
Flexure test,6"x 6'beams(ASTM C78),each..............................60.00
Modulus of Elasticity-Static(ASTM C469),each ...... 1 10.00
Length Change(3 bars,5 readings each.
up to 26 days)(ASTM 0157)......._.... ........ ............_...250.00
Splitting Tensile,6'x 12'cylinders,each,. ........ 50,00
Field Concrete Control(sampling,slump,temperature,
cast 4 cylinders,molds,cylinder pick-up,within
10 mi.of office,stand-by extra)
ASTM/UBC,hourly rate schedule,or each Cylinder.... 70.00
Field Concrete Control(same as above plus
air content test)ASTM1UBC,hourly rate
schedule.or each Cylinder...................................................80.00
Hold Cylinder.............__....... ................_......_7.00
Cylinder Mold sent to job site but not casted by Converse or returned to Converse 5,00
MASONRY(ASTM C140,E447,UBC STANDARD 24-22)
Moisture Content as received,each.............................................20.00
Absorption,each....... ...... ........ .............._'__.....___50.00
Compression,each........... .... ....................._............_..............40.00
Shrinkage(ASTM C426).each.....................................................90.00
Net Area and Volume,each............_........._._....... .....____......25.00
Masonry Blocks,per set of 9...................................._..........._....650.00
Masonry Gore Compression,each................................................45.00
Masonry Core Shear,each....._..... ...__.......... __.......... ...50.00
Masonry Core Trimming,each......................................................45.00
Compression Test,grouted prisms,
8'x 8'x 16",each......_ ....... ............ 110,00
Compression Test,grouted prisms,
12'x 16'x 16',each....... 140.00
Compression Test
• 2'x 4'Mortar Cylinder,each..................._............................2300
■ 3'x 6'Grout Prisms,each....................................................23.00
■ 2"Cubes(ASTM C109),each...............................................23.00
Cast by others............_...............__..._....... ....______23.00
Mortar or Grout Mix Designs............ ....By Quote
FIREPROOFING TESTS
Oven Dry Density(per sample).....................................................50.00
MOISTURE EMISSION TEST
Moisture Emission Test Kit...........................................................35O0
ASPHALTIC CONCRETE
Stability,Flow.and Unit Weight,ASTM D6927...........................15000
Marshall ASTM D1559,ASTM D2726.........................................150.00
Measured Maximum Specific Gravity of Mix(ASTM D2041)
(Ricos Method),each..........................................................75.00
Void Analysis of Cores or Marshall Specimens
Calculations Only(ASTM D3203)set of 2 or 3 35.00
Laboratory Mixing of Asphalt&Concrete,per sample............. ....50,00
Complete Asphalt Concrete Mix Design
(Hveern or Marshall)....._....... ......____..............___By Quote
Extraction of Asphalt and Gradation(ASTM D2172, Method B)
Or California 310,including ash correction,each 150.00
Extraction of Rubberized Asphalt and Gradation,each 170.00
Specific Gravity(ASTM D2726 or ASTM D1188)
• uncoated......_..............._....___... ..._........... ......... .........85.00
• coated..............:....................... ...... ..**.....*..........*....*.....95.00
Immersion-Compression......... .............. _............400.00
Particle coating(ASTM 2489)......................._....................,...._...45.00
Stripping(ASTM D1664).............................._...... .......50,00
Moisture or Volatile Distillates in paving mixtures,
or materials containing petroleum products or
byproducts..................................._...,...............................120.00
Retained Strength(ASTM D1074ID1075)
6 specimens............._...____.. .......... ...By Quote
Retained Stability,Mil,Sid,520A,Method 104,
6 specimens,....... ..._....... ...........By Quote
CBR,ASTM D1883,including M/D curve, 1 point.......................210.00
Asphalt Temperature........... ........_............ .........15.00
STRUCTURAL STEEL
Tensile Test,#11 Bar or Smaller.each........ ........___.45.00
Bend Test,#11 Bar or Smaller,each............................................40.00
Tensile Test,#14 Bar,each................ .......................................115.00
Tensile Test,#18 Bar.each............ ....... ...................__.......310.00
Rebar coupler tensile test........................ ......____.................65.00
Tensile Test,Welded#11 Bar or Smaller,each............ ......_50.00
Tensile Test,Welded#14 Bar,each................. ...... 110.00
Tensile Test.Welded#18 Bar,each...........................................300.00
Tensile Test,Mechanically Spliced Bar,#11 Bar or Smaller,
each...--................. ........-................... ........----.........150.00
Tensile Test,Mechanically Spliced Bar,#14 Bar,each.-.......... 3 10,00
HIGH STRENGTH BOLT,NUT,AND WASHER TESTING
Wedge Tensile Test for A490 Bolts
Under 100,000 lbs,each................................................__......45.00
Over 100,000 lbs,each....... ...........--.....---55.00
Wedge Tensile Test for A325 Bolts
Under 100.000 lbs,each........................_.......,........................50.00
HIGH STRENGTH BOLT,NUT,AND WASHER TESTING.continued
Tensile Test-Anchor Bolts,tested with displacement
transducers,each....................-'-....... ....... ......... 300.00
Nut-Hardness,Proof,and Cone Proof Load Test,each ....50.00
Washer-Hardness,each............ ........... ....... ........-.....30.00
A325 or A4090-Bolt hardness only,each........ ......35.00
Bolt A325 or A490
Wedge Tensile Under 100.000 lbs,and Hardness.each..........80.00
Wedge Tensile Over 100,000 lbs,and Hardness,each..........100.00
Bolt,Nut,and Washer-All Tests per set with bolts
Under 100.000 lbs............ ............. .....250.00
Over 100,000 lbs........ ......... ---.3%00
NOTES:
(1) See Geotechnical Laboratory Testing Schedule of Fees for soil testing.
(2) Hourly rates are available upon request.
(3) Field laboratory rates are available upon request.
(4) Listed unit rates are based upon the assumption that samples will be delivered to our laboratory at no cost to Converse.
EXHIBIT "B"
WORKERS' COMPENSATION INSURANCE CERTIFICATION
FOR GEOTECHNICAL SERVICES
Fvery employer except the State, shall secure the payment of compensation in one or more of the
following ways:
(I By being insured against liability to pay compensation in one or more insurer 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 bei en upon furnishing proof satisfactory to the Director of Industrial
91V
Relations of ability to self-insure and to pay any compensation that may become due
to his or her employees.
I 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 of this Agreement. (Labor Code 1�1861'
CONVERSE CONSULTANTS.
By:
I-lashrni S.E. Quazi Date: