HomeMy WebLinkAboutContracts & Agreements_103-2010_CCv0001.pdf AGREEMENT TO PERFORM GEOTECHNICAL SERVICES
This agreement for the provision of geotechnical services("Agreement")is made and entered
into this 23rd day of June,2010("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 the "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 perform geotechnical services for various projects located
throughout the City's water service area(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.
1.3 Consultant shall comply with applicable federal, state and local laws and regulations in the
performance of this Agreement including,but not limited to,the Americans with Disabilities
Act, the Fair Employment and Housing Act and State prevailing wage laws.
ARTICLE 2 - RESPONSIBILITIES OF CITY
2.1 City shall make available to Consultant information in its possession that may assist
Consultant in performing the Services.
2.2 City designates Chris Diggs as the 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 3 - PAYMENTS TO CONSULTANT
3.1 The total compensation for Consultant's performance of the Services shall not exceed the
amount of Twenty Five Thousand Dollars($25,000).City shall pay Consultant on a time and
materials basis up to the not to exceed amount, in accordance with Exhibit "A" entifled"R&
Schedule."
32 During the ten-n of this Ageement, City may request that Consultant perform Extra
Services. As used herein, "Extra Services"means any work that is determined necessary
by City for the proper completion of the project or work for which the Services are being
performed, but which the Parties did not reasonablN,anticipate would be necessary at the
time of execution of this Agreement. Provided the Extra Services do not exceed twenty
percent (20%) of the compensation to be paid by City to Consultant for the Services, such
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Extra Services maybe agreed to by the Parties by written amendment to this Agreement,
executed by the City Manager, or duly authorized city official. Consultant shall not
perform, nor be compensated for, Extra Services without such written authorization from
City.
3.3 Consultant shall submit monthly invoices to City describing the work 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 project. City shall pay Consultant
no later than thirty(30) days after receipt and approval by City of Consultant's invoice.
3.4 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 Hashrm S.E. Quazi
Municipal Utilities and Engineering Dept. Converse Consultants
City of Redlands 10391 Corporate Drive
35 Cajon Street, Suite 15A Redlands, CA 92374
PO Box 3005 (mailing)
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 giving notice pursuant to this section 3.4.
ARTICLE 4 - INSURANCE AND INDEMNIFICATION
4.1 Insurance. 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 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, except for ten (10) days notice for cancellation due to
non-payment of premium.
4,2 Workers' Compensation and Employer's Liability. 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 "B." entitled
"Workers' Compensation Insurance Certification,"which is attached hereto and
incorporated herein by this reference.
4.3 Hold Harmless and Indemnification. Consultant shall defend, indemnify and hold
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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
l_
by Consultant, its officers, employees and agents in performing the Services.
4.4 Comprehensive General Liability Insurance. Consultant shall secure and maintain in force
throughout the term of this Agreement 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
the insurance policy shall include a provision prohibiting modification of coverage limits
or cancellation of the policy except upon thirty(30) days prior written notice to City.
Such insurance shall be primary and non-contributing to any insurance or self-insurance
maintained by City. Certificates of insurance shall be delivered to City prior to
commencement of the Services.
4.5 Professional Liability Insurance. Consultant shall secure and maintain professional liability
insurance throughout the term of this Agreement in the amount of One Million Dollars
(S 1,000,000) per claim made. Certificates of insurance shall be delivered to City prior to
commencement of the services.
4.6 Business Auto Liability Insurance. Consultant shall have business auto liability coverage,
with minimum limits of One Million Dollars ($1,000,000) per occurrence, combined
single limit for 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 a certificate of insurance and endorsement
shall be delivered to City prior to commencement of the services. Such insurance shall be
primary and non-contributing to any insurance or self insurance maintained by City.
ARTICLE 5 - CONFLICTS OF INTEREST
5.1 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.
5.2 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:
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(i) the making or any 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 permits, licenses,
applications, certifications, approvals, orders or similar authorizations or entitlements,
(iii) authorizing 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.
5.3 In the event City officially determines that Consultant must disclose its financial interests
by completing and filing a Fair Political Practices Commission Form 700, Statement of
Economic Interests. Consultant shall file the subject Form 700 with the City Clerk's
office pursuant to the written instructions provided by the Office of the City Clerk.
ARTICLE 6 - GENERAL CONSIDERATIONS
6.1 Attorneys' Fees. 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.
6.2 Prohibition Against Assignment. 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.
6.3 Documents and Records. 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.
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6.4 Independent Contractor Status. 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 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.
6.5 Termination.
A. Unless earlier terminated as provided for below, this Agreement shall terminate upon
completion and acceptance of the Services by City.
B. 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.
C. 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.
D. 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.
6.6 Books and Records. 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.
6.7 Entire Agreement/Amendment. 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
othervv,ise provided for herein, an amendment to this Agreement shall be in writing
approved by City and signed by City and Consultant.
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6.8 Governing Law. This Agreement shall be governed by and construed in accordance with
the laws of the State of California.
6.9 Severability. 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 the City and Consultant have
signed in confirmation of this Agreement.
CITY OF REDLANDS CONVERSE CONSULTANTS.
By: By:
Tina Kundig, Finance Director Hashmi S.E. Quazi
Attest:
City Clerk
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EXHIBIT `A'
RATE SCHEDULE
CONVERSE CONSULTANTS
Prevailing Wage 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—ACI/ICBG and/or AWS/CWI certified(concrete,post-tension,masonry,structural steel,
fireproofing, includes concrete batch plant and local steel fabrication inspections) $78
DSA Masonry Inspector $81
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) $70
Sample Pick-up $50
Professional Services(Field and Office)
Staff Professional $80
Senior Staff Professional $85
Project Professional $105
Project Manager $100
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 $50
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.
3. Client shall pay attorneys'fees or other costs incurred in collecting any delinquent amount.
1 ca dim Aar,ecments C m er:e f on,-utlanl dais. A-1
General Conditions
Compensation for laboratory testing services will be made in accordance with this fee schedule. Costs of tests nmonthis schedule will be
uyquote and/or inaccordance with our current hourly fee schedule. The rates are based onnon-contaminated soil. Asurcharge will ue
charged for handling contaminated material,which will be determined based on the project.
IDENTIFICATION AND INDEX PROPERTIES TESTS
Visual Classification.ASTM oz488......... .....................................o.no
Engineering Classification.ASTwD24e7—__—.--_---.-15.00
Moisture Content&Dry(Bulk)Density,
ASTM D221OQo2yu7..................... ..............................—'15.UU
°
Moisture Content,ASTM D221s................................... ...... 10.00
85.00
Afterberg Limits,ASTM D4318
• One ---------.^V.O0
Particle Size Analysis,ASTM D422
Fine Sieve -----.mzoo
"
Coarse Sieve(From+#2oomum) ... .................... — .......—0Ioo
.......... .....—..............8zoo
Percent Sieve,ASTM D114n....... ................--....45.00
Specific Gravity
Fin* Dmn4.............. ------...r000
nnume on#4sieve).ASTM C1ur .........-----'7o,0o
Sand Equivalent Tem—................................... ................----...7ano
Double Hydrometer Dispersion,ASTM o4uz1 — .............---'1suno
COMPACTION AND BEARING STRENGTH
Standard Proctor Compaction,ASTM oao8u,ASTM o`s57-91
°
Method AmB............... ............-- ......----------11n,no
Method C ----------------no.00
California Impact Method(Caltrans u1a)--------..............zon.oO
R-vameASTM D2844......... ........................—_—..................'u4o8o
California Bearing Ratio(ooR).ASTM o18aa
1 ..................................
~~— ...... 32500
Relative Density
� u1cubic foot mold-- ......_—__--_......... ....—'2oomu
° uocubic foot mold---......---............................—...—,aoo�0o
SHEAR STRENGTH
rnmone/pouxepeneummete'— ................................____..........—2o�no
Direct Shear(per point)
"
Quick Test.....____......................................... — ...---oo�oo
Consolidated-Drained(granular soil)
ASTM D3oan--......---.................. ..............................1wzVm
°
Consolidated'Drained(fine grained soil),
ASTM o3oVu--------------............ --- .... 2Oum
°
Consolidated Undrained (fine grained)......—................... '1mIVu
~ Residual Strength,per Cycle.......................................... ......4o�no
"
Remolded Specimens,per specimen.... ...............................4s.ow
STATIC UNIAXIAL AND TRIAXIAL STRENGTH TESTS
(PER POINT)
Unconfined Compression,ASTM 21os............. ................. ...... .../5.0n
Unconsolidated-Undrained, ASTM O2OsO.......... --.......—......11KOO
Consolidated Undrained (per .......—.................. — ........7O0.00
Consolidated—Drained (per point)......--- ........___...............'7OOOm
VVUhPnrePresouoaMeepuremem.msloau-----------.150.00
Remolded Specimens,per specimen........ ..................................45.O0
CONSOLIDATION AND SWELL COLLAPSE TESTS
8 Load Increments...................................___........ ....___......'1ao�m0
Additional load increment........................... --.......____..........ao.on
Time-Ratio,per load increment.... .— ...... -----.......___... Vw.0V
Single Point(collapse test)....... .......___.,60u0
Single Load Swell,ASTM D4546
Ring Sample, Field Moisture_...--------......... ......... 65-0o
Ring Sample,Air Dried...................— ....... ---^ ....—...'65,0O
Remolded Sample, per .......—...................—'._-4u,0U
Expansion Index Test,UBC 29-264STMD482g—...___.... ---8V�80
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HYDRAULIC CONDUCTIVITY TESTS
Constant Head,ASTM D2434........................................................250.00
Failing Head Flexible Wall,ASTM D5084.........._..........................300.00
Triaxial Permeability,EPA 9100_........... ..................................350.00
Remolded Specimen,per specimen....:....::.........._.........,................50.00
CHEMICAL TESTS
Corrosivity(pH,resistivity,sulfates,chlorides)...............................150.00
Organic Content,ASTM D2974........................................................65.00
Conditions: Unit rates presented on this fee schedule are for routinely performed geotechnical laboratory tests. Numerous other earth
material physical tests can be perform ed in our gent echnical laboratories,including rock core, soil cement and soil lim e 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 photoionization detector with a concentration greater than 50 parts-per-
million(ppm). 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 6 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 turn-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. Our services will be performed in accordance with the General
Conditions, This fee schedule is valid through January 31,2011.
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
a 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..,._., ......... .......__23.00
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Specimen preparation,trimming or coring.oaxx_—... --.--'4s.00
Bond Strength(ASTM C32n)
°
Prepared uyConverse.........---.--.— .........—.............1un.om
~
Prepared hyOthers............... ...............___..............____oo.nn
Core Compression Test(ASTM C1o).each.... -----...... .....4o.no
Flexure test,exorueams(ASTM C7e\each..........— ......___....muoo
Modulus of Elasticity'Static(ASTM C4so\each---................ n0.Oo
Length Change(3bars,ereadings each,
upn`asdays) C57)--............. ............... — .......2ou.un
Splitting Tensile, trx1u^cylinders,each.... .............. .................5uOO
Field Concrete Control(sampling, slump,tem
cast 4 cylinders, molds,cylinder pick-up,within
10 mi.of office, stand-by extra)
ASTM/UBC,hourly schedule,oreach Cylinder-----7uDO
Field Concrete Control(same amabove plus
air content test)ASTm0BC.hourly rate
schedule,n,each Cylinder................. ......... —....................an.00
HoldCylinder............................... — .......... ....... ...........................r.Ou
Cylinder Mold sent mjob site but not casted byConverse mreturned mConverse s.00
MASONRY(ASTM C14u.e«47. UBC STANDARD z4'z2)
Moisture Content,osreceived.each.... —... .......— .... .... .....--2n�no
Absorption,each ....—....... ---............ ---_.......... ..........oo.ou
Compression,each............... ----- .........---........ .......—4u.no
Shrinkage(ASTM C42s),each...... ........____............... .... .......euuo
Net Area and Volume,oacx----..........___.................--_zuon
Masonry Blocks,per set of a............. .... ..................____...... suO0n
Masonry Core Compression,each..................— ... ........—.... ...45�on
Masonry Core Shear,euch---......----................ ................nO.0o
Masonry Core Trimming,euoh—................_— .................___...4soo
Compression Test,grouted prism
orxe^x1or.each......-----'—_-__._ ........... ----11n.00
Compression Test,grouted prisms.
1urv1s^x1O^.eaco-- .......... ...... ........... __'-.^......1*o.V0
Compression Test
" c^x^rMortar Cylinder, eamn--~....~_^..^.- ...... — ... 2n,00
~ orx6rGrout Prisms,each.......-----_--_-- ...........oJ.on
° o^Cubes(ASTM C1u9\each.................---............. —...'23.uo
Cast uvothers..............— ........------- ...... ----............u30o
Mortar n,Grout Mix Designs_--_-----_— ........—....oyQuote
FIREPROOFING TESTS
Oven Dry Density(per sample)...... ......_........... ...... -__—.....50�80
MOISTURE EMISSION TEST
Moisture Emission Test Kit...--...... ...............-----'.........an.on
ASPHALTIC CONCRETE
Stability,Flow,and Unit Weight,ASTM on82r...............-----1sm.00
Marshall ASTM n15og.ASTM ourz0 — ................---...........�1so.00
Measured Maximum Specific Gravity of Mix(ASTM D2041)
(Ricuomomvu),each............................................................rs.un
Void Analysis of Cores mMarshall Specimens
Calculations Only(ASTM D32O3)set of2m3 35.00
Laboratory Mixing o[Asphalt&Concrete,per sample......---....sO.00
Complete Asphalt Concrete Mix Design
(H,aemc^MmrshaU)—..... ..........___.......... .......... ---8yQuote
Extraction ofAsphalt and Gradation(ASTM D21T2. Method B)
0rCalifornia a1O. including ash correction,each 150.00
Extraction o,Rubberized Asphalt and Gradation,each )rOon
Specific Gravity(ASTM DzrzsnrASTM o11ao)
~
uncoated----.--------........... .... .... ......... ---85.00
^
coated.....--........--- ............ .......... ......... ---- .....95,00
Immersion-Compression—. ...... ~__.........._--~.--- ..._400�80
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Particle coating(ASTM z4oe .... -_._-_ .......---.... -...... 'w5�o0
Stripping (ASTM D1804)........-------............ ~--.-- ... mzno
Moisture o,Volatile Distillates in paving mmureo,
mmaterials containing petroleum products n,
bypmdmus .............. ---- ..................._------'oV.om
Retained Strength(ASTM D1O74/D1o7s
sspecm*ms ................... ... ............ ...... -__....... �erQuote
Retained Stability,Mil,Std,noox.Method 10*.
ospecimens................................................................... By Quote
CBR,ASTM o1eno mdvomg M8Dcvmo I pnmt-......................z1uoo
Asphalt Temperature.....................--.......... -.......................-...1s.0u
STRUCTURALSTEB
Tensile Test,#11Bar mSmaller, ouoh-........................................oo.nn
Bend Test,#11Bar mSmaller. each..... ............................... .........4KOO
Tensile Test,#14Bar,each............. —.........................................115.OU
Tensile Test,#18Bar,each.... .... .......................................... -@1O�0V
Rebar coupler tensile test.................................................................s5.0o
Tensile Test,Welded#11Bar or Smaller,each....... ... -..........su0V
Tensile Test,Welded#14Bar,each............. -....................-...n0.ou
Tensile Test,Welded#1eBar,eacx-- ................- ....---......anOnn
Tensile Test,Mechanically Spliced Bar,#11 Bar or Smaller,
ooch- ...........-.............................----..................---...........1mloo
Tensile Test,Mechanically Spliced Bar,#14 Bar.eaco-----'onuoo
HIGH STRENGTH BOLT,NUT,AND WASHER TESTING
Wedge Tensile Test for A4S Bolts
Under 1no.noolbs,each--........- ......--___ ...........--4o,on
Over 10o.uoolbs,each...............-____--__-___...eo,00
Wedge Tensile Test for A325 Bolts
Under 1oo.noolbs,each_................... ..................---.......wzom
HIGH STRENGTH BOLT.NUT,AND WASHER TESTING,continued
Tensile Test-Anchor Bolts,tested with displacement
transducers.each-----...... ..............---............. -----»no.no
Nut Hardness,Proof,and Cone Proof Load Test,each.............. oo.nn
Washer Hardness,each... ..... ........................................---'ouoo
AocsmA4eo-Bolt hardness only,each........ _-__-___ ...auno
Bolt x32nmA4e
Wedge Tensile Under 1oo.uu0lbs.and Hardness,each........-uu,on
Wedge Tensile Over 1m\noolbs,and Hardness.each...- ...11nuon
Bou Nut,and Washer All Tests per set with bolts
Under 1m0.nnulbm� ..........................----................ ---'zoo.no
Over 1m\000lbs- ...... ----_-...........---.................n000u
NOTES:
(1) See Geotechnical Laboratory Testing Schedule mFees for soil testing.
(q Hourly rates are available upon request.
(o) Field laboratory rates are available upon eqvmm.
(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
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 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 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.
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 �lS61).
CONVEIRSF- CONSL.-l.f ANTS.
By
Hashrm' S.E. Quazi Date:
1:ca dirn Agreements Convenw Consuthu'TSA(lc B-1