HomeMy WebLinkAboutItem 4.03 AmendAgmt BSK & Assoc CITY CLERK
File # 600-30
AGENDA STATEMENT
CITY COUNCIE M'EE'TING'DATE:'June 24, 1999
SUBJECT:
Amendment to Agreement with BSK & Associates
for General Geotechnical Services
Report Prepared by: Lee S. Thompson, Public Works Director
ATTACH2VIENTS:
RECOMMENDATION:
1)
2)
3)
Current Agreement and Amendment
Letter from BSK & Associates
Resolution and Proposed Amendment
.//~/';~' Adopt resolution approving amendment to agreement and authorize
Mayor to execute amendment.
FINANCIAL STATE/VI'ENT: Under'
geotechnical services to the City based on the adopted rate schedule. Types of services performed would
typically be soils or material testing for Capital Improvement Projects. The cost of the service would be
budgeted for the specific Capital project. BSK has indicated that their fees will not increase for the
upcoming year: The maximum expenditure with BSK is set at $50,000 per year.
DESCRIPTION: The' 'agreement With BSK'~-%~'i~-~0riginally approved in 1997 and was
subsequently extended through the 1998-99 fiscal year. This year, BSK has provided testing services for
the Dublin Swim Center and Heritage Center Renovation projects and Emerald Glen Park.
BSK is not proposing a rate increase for Fiscal Year 1999-2000; therefore, the amendment is solely to
extend the term of the agreement. Staffis proposing that the agreement be extended for a two-year period
and to allow the consultant to request an adjustment of rates for the second year of the term. Under this
agreement, Staff would typically obtain a not-to-exceed proposal from BSK for each specific Capital
Project. The cost of the work is budgeted within individual CIP's.
The work provided to date by BSK has been satisfactory, professional, and competitive, and Staff
recommends that the City Council approve the amendment to the agreement.
g:\engr\bsk\agstamnd99
COPIES TO: Alex Eskandari
ITEM NO.
-wllt;REAS, the City of Dublin (hereinai~er referred to as "CITY") and BSK ant
Associates (hereinafter referred to as "CONSULTANT"), entered into a one-year agreement on June 11
1997, to provide engineering services to CITY; and
WHEREAS, Consultant and the City of Dublin wish to extend the term of said agreemenl
for an additional one-year period (terminating June 3 O, 1999); ~
NOW, TI:rF~KEFORE, the parties hereto agree as follOws:
Ex-tension of Term
· The term of the agreement sha[l be ex-tended
i.e., until June 30, 19~9.
to coincide with the end of the 1998-99 Fiscal 'x ,.ar,
CITY OF DUBLIN
'" ,/~I~layor
,. BSK AND ASSOCIATES
/
STANDARD.
-'~ CONSULTING ENGINEERING SERVICES AGREEMENT
THIS AG~EMENT i; made ~t~ DUblin; California, as of~'A/a; // , 1996, by and
between the CITY OF DUBLIN, a municipal corporation ("City"), and BSK & ASSOCIATES
("ConSultant"),~who agree' as' £ollows:
1. v.s.,E,g_YLC.~.. Subject to the terms and conditions set forth in this Agreement,
Consultant shall provide to City the services described in Exhibit A. Consultant shall provide said
services at the time, place, and in the manner specified in Exhibit A.
2. PAYMENT. City shall pay Consultant for services rendered pursuant to this
Agreement at the time and in the manner set forth in Exhibit B. The payments specified in Exhibit B shal
be the only payments to be made to Consultant for services rendered pursuant to this Agreement.
Consultant shall submit all billings for said services to City in the manner specified in Exhibit B; or, if no
manner be specified, in Exhibit B, then a6cording to the usual and customary procedures and practices
which Consultant uses for billing clients similar to City. '
3. FACILITIES AND EOUIPMENT. Except as set forth in Exhibit C, Consultant shall, at
its sole cost and expense, furnish all facilities and equipment which may be required for furnishing
services pursuant to this Agreement. City shall furnish to Consultant only the facilities and equipment
listed in Exhibit C according to the terms and conditions set forth in Exhibit C.
4. GENERAL PROVISIONS. The general provisions set forth in Exhibit D are part of
it-tis Agreement. 'In the event ofany inconsistency between said general provisions and any other terms or
conditions of this Agreement, the other term or condition shall control insofar as it is inconsistent wiP
general provisions.
5. EXHIBITS. All exhibits referred to herein are attached hereto and are by this reference
incorporated herein
6. SUBCONTRACTING. The Consultant shall perform the work contemplated with
resources available within its own organization and no portion of the work pertinent to this contract shall
be subcontracted without written authorization by the City, except that which is expressly identified in the
Consultant's proposal.
7. ~. City may from time to time require changes in the scope of the
services by Consultant to be performed under this Agreement. Such changes, including any change in the
amount of Consultant's compensation which are mutually agreed upon by City and Consultant, shall be
effective as amendments to this Agreement only when in writing.
8. RESPONSIBLE CHARGE. Consultant shall assign a project manager(s) to the
project for the dura'don of the project. There shall be no change in the Project Manager or members of the
project team without prior written approval by the City. The Project Manager for Consultant shall be
ALEX Y. ESKAlqDARI
T ......... · ,9,. CONTRACT ADMINISTRATION. This Aareement shall be administered by LEE S.
HOMPSON ('Administrator"). Ail correspondenc.e shall be ~irected to or through the Administrator or .
1-tis or designee.
A'greement
Page 1 of 2
05/06/96
10. NOTICES. Any written notice to Consultant shall be sent to:
tmEX Y~ ESKAXOA~
Manager '- Geotechnical Services
BSK & Associates
1181 Quarry Lane, B!d~. 300
Pleasanton, CA 94566
Any written notice to City shall be sent to:
Lee S. Thompson
Director of Public Works/City Engineer
P. O. Box 2340
Dublin, CA 94568
Executed as of the day first above stated:
Attest:
Approved as to form:
CITY OF DUBLIN,
a municipal corporation
,,City~,k.~
'"Consultant"
City Attorney
· . A~reement
Page 2 of 2
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EXHIBIT A
sCOPE OF SERVICES AND SCHEDULE
(GEOTECHNICAL)
To provide geotechnical peer review, of soils and geOlOgiC reports for priv. ate development
projects, provide testing and field observations and attend meetings as requested. Consultant
shall provide the City with a not-to-exceed fee on a project by project basis for peer review and
geologic reports for private development projects, provide testing and field observations and
attend meetings as requested..
Exhibit A
Page I of 1
EXHIBIT B
PAYMENT SCHEDULE
- City shall pay Consultant on a time and expense basis not to exceed the total sum
of FIFTY THOUSAND DOLLARS ($50,000) per year for services to be performed pursuant to
this'Agreemerrt. Consultant shall submit invoices at the end of project based on the cost for
services performed.
The total sum stated above shall be the total which City shall pay for the services
to be rendered by Consultant pursuant to this Agreement. City shall not pay any additional sum
for any expense or cost whatsoever incurred by Consultant in rendering services pursuant to this
Agreement
City shall make no payment for any extra, further or additional service pursuant to
th.is Agreement unless such extra service and the price therefor is agreed to in v,,rifing executed
by the City Manager or other designated official of City authorized to obligate City thereto prior
to the time such extra service is rendered and in no event shall such change order exceed twenty-
five percent (25%) of the initial contract price.
The services to be provided under this Agreement may be terminated without
cause at any point in time in the sole and exclusive discretion of City. If the Agreement is
terminated by City, Consultant shall be entitled to receive just and equitable compensation for
any satisfactory work completed on such documents and other materials to the effective date of
such termination. In that event, all ~nished and unfinished documents and other materials shall,
at the option of the City, become City's sole and exclusive property. Consultant hereby expressly
waives any and all claims for damages or compensation arising under this A~eement.
Consultant shall maintain adequate logs and timesheets in order to verify costs incurred to date.
'The Consultant is not authorized to Perform any services or incur any costs
whatsoever under the terms of this Agreement until receipt of a fully executed Purchase Order
from the Finance Department of the City of Dublin. "
Exhibit B
Page 1 of 1
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EXHIBIT C
City shall furnish physical facilities such as desks, filing cabinets, and conference
space, as may be reasonably necessary for Contractor's use while consulting with City employees
and reviewing records and the information in possession of City. The location, quantity, and
time of furnishing said physical facilities shall be in the sole discretion of City. In no event shall
City be obligated to furnish any facility which may involve incurring any direct expense,
including, but not limiting the generality of this exclusion, long-distance telephone or other
communication charges, vehicles, and reproduction facilities.
Exhibit C
Page 1 of 1
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'I
-!
~ EXHIBIT D
GENERAL PROVISIONS
1.' "" INDEPENDENT CONTRACTOR :' At ali'ii~e$-durihg :~he {~"df this Agreement, Consultant
shall be an independent contractor and shall not bean employee of City. City shall have the right
' to control' Consultant only insofar as the resultS of COnsultant,s engineering services rendered
pursuant to this Agreement; hoWever, City shall not have the right to control the means by which
Consultant accomplishes services rendered pursuant to this Agreement.
2. LICENSES: PERMITS: ETC. Consultant represents and v~'arrants to City that he has all
licenses, permits, qualifications and approvals of whatsoever nature which are legally required
for Consultant to practice his profession. ConSultant represents and warrants to City that
Consultant shall, at his sole cost and expense, keep in effect at all times during the term of this
' Agreement any licenses, permits, and approvals which are legally required for Consultant to
practice his profession. ·
II/k~. Consultant shall devOte SuCh time t° the Performance of services pursuant to this
Agreement as may be reasonably necessary for satisfactory performance of Consultant's
obligations pursuant to this Agreement.
4. INSURANCE REQUIREMENTS. Consultant shall procure and maintain for the duration of the
ontract insurance against claims for injuries to persons or damages to property wkich may arise
om or in connection with the performance of the work hereunder by the Consultant, his agents,
repreSentatiVes, empl°yeesOr subcontractors. The cost of such insurance shall be included in the
: "· Consultant's bid~ .
A. Minimum Scope of Insurance. Coverage shall be at least as broad as:
(1)' Insurance Services Office form nUmber GL 0002 (Ed. 1/73) coveting
comprehensive General Liability and Insurance Services Office form number GL
0404 covering Broad Form Comprehensive General Liability.; or Insurance
Services Office Commercial General Liability coverage ("occurrence" form CG
- 0001).
Bo
(2)
(3)
Minimum Limits of Insurance.
Insurance Services Office form number CA 0001 (Ed. 1/78) coVering Automobile
Liability, code 1 "any auto" and endorsement CA 0025.
Worker's compensation insuranceas required bY the Labor Code of the State of
California and Employers Liability Insurance.
Consultant shall maintain limits no less than:
(1)
General Liability: $1,000,000 combined single limit per occurrence for bodily
injury, personal.injury and property damage. If commercial General Liability
Insurance or other form with a general aggregate limit is used, either the general
aggregate limit shall apply separately to this project/location or the general
aggregate limit shall be twice the required occurrence limit.
(2)
Automobile Liability: $1,000,000 combined single limit per accident for bodily
injury and property, damage.
· _ Ex.h.ibit D
Page I of 4
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Co
Do
(3) Workers Compensation and Employers Liability: Workers Compensation limits
as required by the Labor Code of the State of California and Employers Liab;
limits of $1,000,000 per accident.
Deductibles and Self-Insured Retentiorl~. Any deductibles or self-insured retentions must
be declared to and appro'~ed by the City. At the option of the City, either the insurer shall
reduce or eliminate such deductibles or Self-insured reteritions as respects the City, its
officers, officials and employees; or the consultant shall procure a bond guaranteeing
payment of losses and related investigations, claim administration and defense expenses.
Otl~er In,qurance Provisions. The policies are to contain~ or be endorsed to contain, the
following provisions:
General Liability and Automobile Liability Coverages·
(a) The City, its officers, officials, employees and volunteers are to be covered
'as insUreds as respects: liability arising out of activities performed by or
on behalf of the Consultant; products and completed operations of the
Consultant, premises owned, occupied or used by the Consultant, or
automobiles owned, leased, hired or borrowed by the Consultant. The
coverage shall contain no special limitations on the scope of the protection
afforded to the City, its officers, officials or employees·
The Consultant's insurance Coverage shall be primary insurance as respects
the City, its officers, officials and employees: Any insurance or self-
insurance maintained by the City, its officers, officials, employees or
volunteers shall be excess of the Consultant's insurance and shall not ~
contributg with it.
(c)
Any failure to comply with reporting provisions' of the policies shall not
affect coverage provided to the City, its officers, officials, employees or
volunteers. .
(2)
(3)
(d) The~'Consultant's insurance shall apply separately to each insured against
whom claim is made or suit is brought, except with respect to the limits of
the insurer's liability.
Worker's C°mpe~sation and ' --' ' '
Employers Liability CoVerage.
The insurer shall agree to waive all rights of subrogation against the City, its
officers, officials, employees and volunteers for losses arising from work
performed by the Consultant for the City.
Professional Liability. "~
Consultant shall carry professional liability insurance in an amount deemed by the
City to adequately protect the City against liability caused by negligent acts,
errors or omissions on the part of the Consultant in the course of performance of
the services specified in this Agreement.
(4) All Coverages.
· Exhibit D
Page 2 of 4
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-i
o
Each insurance policy required by this clause shall be endorsed to state that
:: -- ~ cOVerage shall r~ot be suspended, voided, canielled by either party, reduced in
coverage or in limits except after thirty (30) days prior written notice by certified
mail, return receipt requested, has been given to the City.
Acceptabili .ty of Insurer~. Insurance is to be placed with insurers with a Bests' rating of
no less than A:VIII.
Verification of Coverage. Consultant shall furnish City with certificates of insurance and
with original endorsements effecting coverage required by this clause. The certificates
and endOrsements for each insurance policy are to be signed by a person authorized by
that insurer to bind coverage on its behalf. The certificates and endorsements are to be
received and approved by the City before work commences. The City reserves the right
to require complete, certified copies of all required insurance policies, at any time.
The Risk Manager of City may approve a variation of those insurance requirements upon
a determination that the coverages, scope, limits and forms of such insurance are either
not commercially available or that the City's interests are otherwise fully protected.
CONSULTANT NO AGENT. Except as City may specify in writing, Consultant shall have no
authority, express or implied, to act on behalf of City in any capacity whatsoever as an agent.
Consultant shall have no authority, express or implied, pursuant to this Agreement to bind City
to any obligation whatsoever.
ASSIGNMENT PROHIBITED. No party to this Agreement may assign any right or obligation
pursuant to this Agreement. Any attempted or purported assignment of any right or obligation
pursuant to this Agreement shall be void and of no effect.
PERSONNEL. Consultant shall assign only ~ompetent personnel to perform services pursuant to
this Agreement. In the event that City, in its sole discretion, at any time during the term of this
Agreement, desires the removal of any such persons, Consultant shall, immediately upon
receiving notice from City of such desire of City, cause the removal of such person or persons.
STANDARD OF PERFORMANCE. Consultant shall perform all services required pursuant to
tlSis Agreement in the manner and according to the standards observed by a competent
practitioner of the profession in which Consultant is engaged in the geographical area in which
Consultant practices his profession. All instruments of service of whatsoever nature which
Consultant delivers to City pursuant to this Agreement shall be prepared in a substantial, first
class and workmanlike manner and conform to the standards of quality normally observed by a
person practicing in Consultant's. profession.
HOLD HARMLESS AND RESPONSIBILITY OF CONSULTANTS. Consultant shall take all
reSPonsibility for the work, ' shall bear all losses and damages directly or indirectly resulting to
him, to any subconsultant, to the City, to City officers and employees, or to parties designated by
the City, or~ account of, and to the extent caused by, the negligent performance or character of the
work, unforeseen difficulties, accidents, occurrences or other causes predicated on active or
passive negligence of the Consultant or of his subconsultant. Consultant shall indemnify, defend
and hold harmless the City, its officers, officials, directors, employees and agents from and
against any or all loss, liability, expense, claim, costs (including costs of defense), suits, and
damages of every 'kind, nature and description directly or indirectly arising from, and to the
extent caused by, the negligent performance of the work. This paragraph shall not be construed
to exempt the City, its employees and officers from its own fraud, willful injury or violation of
law whether willful or negligent. For purposes of Section 2782 of the Civil Code the parties
'Exhibit D
Page 3 of 4
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10.
11.
hereto recognize and agree that this Agreement is not a construction contract. By execution
. this'Agreement Consultant ac'knowledges and agrees that he has read and understands the ~
provisions hereof and that this paragraph is a material element of consideration.
Approval of the insurance contracts doe~ not relieve the Consultant or subconsultants from
liability under this paragraph. - - '..
GOVERNMENTAL REGULATIONS. To the extent that this Agreement may be funded by
fiscal assistance from another governmental entity, Consultant shall comply with all applicable
rules and regulations to which City is bound by the terms of such fiscal assistance progran~.
DOCUMENTS. All reports, data, maps, models, charts, designs, plans, studies, surx, eys,
photographs, memoranda or other written documents or materials prepared by Consultant
pursuant to this Agreement shall become the property of City upon completion of the work to be
performed hereunder or upon termination of the Agreement. No such materials or properties
produced in whole or in part under this Agreement shall be subject to private use, copyrights, or
patent rights by Consultant in the United States or in any other country without the express
written consent of City. City shall have unrestricted authority to publish, disclose (as may be
limited by the provisions of the California Public Records Act), distribute, and otheraSse use,
copyright or patent, in whole or in part, any such reports, studies, data, statistics, forms or other
materials or properties produced under this Agreement.
Exhibit D
Page 4 of 4
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JANUARY 1995
FEE SCHEDULE
INTRODUCTION
BSK & Axqociates, Geotechnical Consultants. Inc. wa.q founded in Fresno, California, in 1966. Since that time, offices
laboratories have been opened in Visalia, Bakersfield, Pleasanton, and Sacramento, California. Modem and complete laboratories
with up-to-date field and laboratory equipment are maintained in each regional facility. A diversified professional staff Of
engineers, geologists, and chemists provide the practical 'knowledge and experience of local problems and practices.
The firm offers a wide variety of consulting and testing semices and is recognized as an Engineering News Record Top 500
consulting firm.
This schedule lists Personnel Rates, Equipment Changes and Tesfino Fees for Geotechnical Engineering. Engineering Geology.
Environmental Services, Construction Inspection and Soil and Materials Field and Laboratory Testing activities.
Chemical Laboratory Fees are published in a separate schedule and are available by contacting the Analytical Laboratory.
OFFICES
Branch Address Telephone
Fresno. G~technical/Environmenml
Fresno. Materials Testing Laboratory
Fresno. Analytical Laboratory
Visalia
Baker.%Id
Pleasanton
Sacramemo
1645 "E" Street. Suite 105
Fresno, California 93706
1445 'F~ Street
Fresno, California 93706
1414 Stanislaus Street
Fresno, California 93706
808 East Douglas Avenue
Visalia, California 93292
117 'W" Street
Bakersfield, California 93304
1181 Quarry Lane Bldg. 300
Plr. asanton, California 94566
9901 Horn Road. Suite C
Sacramento, Califomia 95827
(209) 497-2880
(fax) 497-2864
(209) 485-0100
(fax) 485-6140
(209) 485-$310
(fax) 485-6935
(209) 732-8857
(fax) 732-6570
(805) 327-0671
(fax) 324--4218
(510) 4624000
(fax) 462-6283
(916) 363-1871
(fax) 363-I 875
~95
BASES OF CI-L~RGES
The prices listed herein are typical of engineering, inspection and testing scm, ices most frequently provided by BSK.
Prices for other sen, ices and special quotations will be given upon request. Fees are subject to change without
notice. - .- .-. :,: ~ ,~,~ ~-. .... :::. ::, - -'~'
Unit prices shown for the laboratory work, include reporting of laboratory test results and observations not calling
for recommendations or conclusions. Field charges do not include office preparation of test summary and report.
Use of outside sen,ices, subcontractors, special equipmeni, machining, freight, and other charges are invoiced at c6st
plus 15% sen'ice charge.
The charge schedule listed below is the basis for invoicing of Jobsite field activities for other than Professional
personnel.
Work over 8 Hours/Samr~lays
Sundays, Holidays & Over 12 Hours
Swing Shift (4:00 P.M. to Midnigh0
Graveyard Shift
Work from 0 to 4 Hours
Work From 4 to 8 Hours
Show-up Time (No work Performed)
Sampling or Cylinder Pick-Up, Minimum Charge
Bill Time.and a Half
Bill Double Time
Add $9.00 per Hour
Add 5;12.00 per Hour
Bill 4 Hours
Bill 8 Hours
Bill 2 Hours
Bill 2 Hours
Times are im, oice, d portal-to-portal from thc nearest BSK office/laboratory.
'~95
iii
TEK,MS
1. Limitation of Liability and Waiver on Condition
In performing professional sen,ices, BSK & Associates (CONSULT.~N-r)will use that degree of care and s 'kill °r ~d~aril
exercised, under similar circumstances, by reputable members of the profession practicing in the same or similar locality. No othe
warranty, expressed or implied is made or intended by the Proposal for professional sen'ices or by furnishing oral or written report
of the findings made. UnleSs special arrangements are made in writing prior to commencement of work, it is agreed that CLIEN'
will limit any and all liability, claim for damages, cost of defense, or expenses to be levied against CONSULTANT On account c
any design defect, error, omission, or professional negligence to a sum not to exceed $50,000, or the amount of his fee, whicheve
is greater. Further, CLIENT agrees to notify any contractor or subcontractor who may perform work in connection with any desigr
report, or study prepared by CONSULTA]xrI' of such limibation of liability for design defects, errors, oral.ions, or profe, ssion~
negligence, and require as a condition precedent to their performing the work a like limitation of liability on their pan as agmnst th,
CONSULTANT. In the event CLIEN~I' fails to obtain a like limitation of liabilit3, provision as to design defects, errors, omissions
or professional negligence, any liability of CLIENT and CONSULTANT to such contractor or subcontractor arising out of an allege~
design defect, error, omission, or professional negligence shall be allocated between CLIEN'I' and CONSULTANT in such a manne
that the aggregate liability for CONSULTAN~r for such design defect to all parties, including CLIENT, shall no! exceed $50.000
the amount of CONSULTA]X-Fs fee, whiChever is grealer. In performing field or laboratoo' testing or inspection services, no
calling for professional engineering opinion but for factual findings, the aggregate liability to all parties, including CLIENT, shat
not exc~d S5,000 or the amount of CONSULTANTs fee, whichever is grea~er.
Hazardous Waste Liability: It is further agreed that unless liability arises by virtue of the sole negligence or intentiona
wrongful acts of CONSULTAuNT, CLIENT shall indemnify and hold harmless CONSULTANT and ils subcontractors, agents anc
employees from and against ail claims, damages, losses and expenses, direct or indirect, or consequential damages, losses and
expenses, direct or indirect, including but not limited to fees and charges of attorney's and court arising out of or resulting from the
performance of the work by CONSULTANT or claims against CONSULT.~uN~ arising from the work of others, related to hazardous
waste or contamination activities.
The CONSULTA.NT'S financial responsibility to CLIENT with respect to loss or damage to a sample while the sample
is in the custody of CONSULTANT, shall be limited to the value of the test performed (if an),) on a replacement sample.
2. Disputes
In the event that a dispute should arise relating to the performance of the sen'ices to be provided under these Terms and
should that dispute result in litigation, it is agreed that the prevaL1ing parry shall be entitled to recover all reasonable costs incurred
in the defense of the claim, including staff time, court costs, attorneys' fees, and other claim-related expenses.
3. Warranty of Authority to Sign ·
The person signing a contract subject to these Terms warrants he has authority as, or on behalf of, CL~E.N"I' for
for whos~ benefit the CONSULTANT's sen,ices are rendered. If such a person does not have such authori~3', he agrees that he is
personally liable for all breaches of the terms and bases for CONSULTA_N'Us services, and that in any action against him for breach
of such warrant3', a reasonable attorney's fee shall be included in any judgment rendered.
4. Right of Entry
In the event that a PROJECT site is not owned by CLIENT, CLIE..~-i' warrants that he has obtained permission for
CONSULTANT to enter site with ail necessary equipment, in order to complete the work.
While CONSULTA.~-I' will take all reasonable precautions to minimize any damage to the property, it is understood by
CLJEt~-I' that in the normal course of work some damage may occur, the correction of which is not part of these Terms.
5. Utilities
In the prosecution of his work, CONSULTAN'~T will take reasonable precautions to avoid damage or injuo' to subterranean
structures or utilities.
CLIENT agrees to hold CONSULTA.~'I' harmless for damages to subterranean structures which are not called to
CONguLTAN~I'"s attention and correctly shown on furnished plans or encountered at locations approved by CLIEiN'T.
6. Samples
Soil, rock, water and/or other samples are the property of CLI-ENT. CONSULTANT shall retain such samples for no longer
than 45 days after issuing data obtained from testing, unless other arrangements are made in writing.
Should any samples be contaminated by hazardous substances or suspected b~zordous substances, it is CL~EiNT's
responsibility to select and arrange for lawful disposal procedures; that is, procedures which encompass removing the contaminated
samples from CONSULTANT's custody and transporting them to a disposal site. CLIENT is advised that, in all ca.~es, prudence and
good judgement should be appIied in selecting and arranging for lawful disposal procedures.
7. Payment
/~i~. InVoices for CONSULTANTs services will be fon~'arded to CLIENT and ;;'ill be due immediately, but will not be
delinquent if paid on or before the 30th da), foil0win~ the date of the invoice. If payment is not so made, under provisions of these
Terms, a late pa.wnent FINANCE CHARGE will bl computed at the periodic rote of .833% per month, which is an .6.NNUAL
PERCENTAGE RATE OF 10%, and an additional service charge in the sum of .667% per month, for a combined monthly interest
and sen'ice charge in the sum of 1.5% per month. Total Annual Interest and Sen'ice Charge is 18%. If suit is filed, a reasonable
attorney's fee, to be set by the court, shall be included in any judgment in CONSULTANrI's favor.
8. Ownership of Documents
Reports, boring logs, field data, field notes, laboratory test data, calculations, estimates, and other documenkq prepared by
CONSULTAN'T, as instruments of sen, ice, shall remain the property of CONSULTANT.
CLIENT agrees that report and other work furnished to CLIENrY or his agents, which is not paid for, ;;'ill be returned upon
demand and ;;'ill not be used by CLIENrr for any purpose whatever.
CONSULTANT ;;'ill retain pertinent records relating to the sen'ices performed for a period of five .;,ears following
submission of the report, during which period the records will be made available lo CLIENT at reasonable times.
9. Standard of Care
Services performed by CONSULTANT under these Terms will be conducted in a manner consistent with that level of care
and skill ordinarily exemised by members of the profession currently practicing und~ similar conditions. No other ;;,arrant)',
expressed or implied, is made.
CLIENT recognizes that subsurface conditions may vary from those encountered at the location ;;,here borings, surveys,
or explorations are made by CONSULTANT and that the data, interpretations and recommendations of CONSULT.~",'T are ha, ed
solely on the information available to him. CONSULTA.NWl' will be responsible for those data, interpretations, and recommendations.
but shall not be responsible for the interpretation by others of the information developed.
i0. Insurance
CONSULTANT represents and warrants that it and irs agents, staff and CONSULTANq's employed by it is and are
protected by workers compensation insurance and that CONSULTANT has such coverage under public liability and property damage
insurance policies which CONSULTANT deems to be adequate. Certificates for all such policies of insurance shall be provided to
CLIENT upon written request.
11. Termination
Aereements subject to these Terms may be terminated by either party upon seven (7) days written notice in the event of
substantial ~ailure by the other party to perform in accordance with the terms. Such termination shall not be effective if that
substantial failure has been remedied before expiration of the period specified in the ;;,:itten notice. In the event of termination,
CONSULTANWr shall be paid for services performed to the termination notice date plus reasonable termination expenses.
In the event of termination, or suspension for more than three (3) months, prior to completion of all reports contemplated
by said A~ment, CONSULTANWf may complete such analyses and records as are necessary to complete his fries and ma5' also
complete a report on the services performed to the date of notice of termination or suspension. The expenses of termination or
suspension shall include all direct costs of CONSULTANT in completing such analyses, records and reports.
12. Assigns
NMther CLIENT nor CONSULTANT may delegate, assign, sublet or n'ansfer his duties or interest established under these
Terms without the written consent of the oth~ party, except that CONSULTANq' may use the services of persons and entities not
in his employ when it is appropriate and customary to do so.
13. Notice to Property Owner
If bills are not paid in full for the labor, services, equipment, or materials furnished or to be furnished, a Mechanic's Lien
l~ding to ~e loss, through court foreclosure proceedings., of all or part of Owner's property being so improved may be placed against
the propert5 even though Owner has paid his contractor m full. earner may wish to protect himself against this consequence t,y (1)
requiring contractor to furnish a signed release by the person or firm giving this notice before m 'aking payment to contractor, or (2)
any other method or device which is appropriate underthe circumstances.
'~95
I4. Discovery of Unanticipated Hazardous Materials
Certain types of hazardous materials or contaminants may exist at a site where there is no reason to believe the
should be present. CONSULT. AaNT and CLIENT agree that the discovery of unanticipated hazardous materials constitutes a chang;
condition mandatina a rene£otiation of the Mope ~f work or termination of services. CONSULTA.NT and CLIENT 'also agree th
the discovery of unanticipated hazardous materials may make it necessary for CONSULT.A2xT to take immediate measures to prote
health and safety. CONSULTA.NT agrees to notify CLIEING' as soon as p .tactically possible should unanticipated hazardous matefia
or suspected hazardous materials be encountered. CLIENT encourages CONSULTAaNT to take any and all measures that
CONSULTAINrI~s professional opinion are justified to preserve and pro~'ect the health and safety of CONSULTANr'f"s personnel ar
the pubIic. CLIENT agrees to compensate CONSULTANT for the additional cost of working to protect employees' and the public
health and safety. In addition, CLIENT waives any claim against CONSULTANT, and agrees to defend, indemnify and sax
CONSULTA.NT harmless from any claim or liability for injury or loss arising from CONSULTAI~q'"s discovery of unanticipate
hazardous materials, or suspected hazardous materials. CLIENT also agrees to compensate CONSULTANT for an)' time spent an
expenses incurred by CONSULTAINT in defense of any such claim, ~ith such compensation to be based upon CONSULTANT
prevailing fee schedule and expense reimbursement policy relative to recovery of direct project costs.
In the event the project site is not owned by CLIENT, CLIENT warrants that he has obtained all necessary permission
for CONSULTANT to enter onto the site and conduct subsurface exploration activities. CLIENT recoenizes that it is hi
responsibility to inform the property owner of the discovery of unanticipated hazardous materials or suspected~hazardous malerial.~
CLIENT also recognizes that any such discovery may result in a significant reduction of the property's value. CLIENT waives an'
claim against CONSULTANT, and agrees to defend, indemnify and save CONSULTAhT harmless from any claim or liability
injury or loss of any type arising from CONSULTANT's discovery of unanticipated hazardous materials or suspected hazardou.
material on a site not owned by CLIEiN-I'.
15. Precedence of Agreement Over Terms
in the evem that CLIENT desires to retain CONSULTANT to provide professional or technical services, CONSULTA.N'I
may prepare a Proposal for the work. The Proposal would include a Standard AGREEMENT, the Terms of which would be similm
to the above; but ff in conflict, the Terms of the AGREEMENT would take precedence over the above.
'2Y95
PERSONNEL RATES
/7
PROFESSIONAL
Senior Principal ................................................. (Per Hour)
Principal ....................................................... (Per Hour)
Associate Principal ............................................... (Per Hour)
Senior Professional ............................................... (Per Hour)
Project Professional II ............................................. (Per Hour)
Project Professional I ............................................. (Per Hour)
Staff Professional ................................................ (Per Hour)
Junior Professional ................................................ (Per Hour)
Expert Wimess Services (Senior Principal, Principal, Associate Principal) .......... (Per Hour)
(4 Hours Minimum Charge)
FIELD TECHNICA. L
Superdsor ..................................................... (Per Hour)
Senior Inspector ................................................. (Per Hour)
Senior Technician ................................................ (Per Hour)
Inspector III ............ ........................................ (Per Hour)
Inspector II/Technician II ............................... ............ (Per Hour)
Inspector I/Technician I ............................................ (Per Hour)
Technical Aide .................................................. (Per Hour)
$128
118
108
98
88
84
74
64
150
$ 74
68
58
58
52
46
36
OFFICE ,4A~D L.4.BOJ?ATORY TECHNICAL
Supervisor ........................................ ~ ........ .... (Per Hour)
Technician II .................................................... (Per Hour)
Technician I .................................................. .. (Per Hour)
Draftsman ...................................................... (Per Hour)
Technical Aide ........................................... . ....... (Per Hour)
Word Processor .................................................. (Per Hour)
General Typist/Office Aide .......................................... (Per Hour)
$ 74
52
46
42
36
34
28
NOTE:
A ten percent surcharge will be applied to rates of personnel on projects
where 40-Hour OSHa, Health and Safety, training is require&
~95
EQUIPMENT CHARGES
I';EHICLE MILEAGE
2-Wheel Drive ................................................... (Per Mile) $0.40
4-Wheel Drive ................................................... (Per Mile) 0.50
Drill Rigs ...................................................... (Per Mile) 0.50
M?ITERIALS TESTING *
portable Power Auger ............................................. (Per Day) $ 25
Nuclear Density Gauge ............................................. (Per Da3') 30
Nuclear Density Gauge (partial Days) .................................. (Per Hour) 5
Ultrasonic Weld Testing Equipment .................................... (Per Day) 30
Torque Wrench .................................................. (per Da),) 20
Anchor Testing Equipment .......................................... (per Day) 30
Schrnidt Hammer ................................................. (Per Da3,) 20
Skidmore Wilhelm Bolt Tension Calibrator ............................... (Per Day) 30
"R" Meter ...................................................... (Per Da3,) 30
Scanning Equipment (for Plate Thickness) ............................... (Per Da3') 30
Inductive and Conductive Pipe Locator .................................. (Per Day) 20
Air Meter (Concrete) .............................................. (Per Day) 30
Wood Moisture Meter ............................................. (Per Da3,) 20
E2VI"IROA, rMEA'I'AL TESTING *
Electronic Flow Monitoring Equipment ................................ (Per Week) 300
Electronic Liquid Proportional Sampling Equipment ........................ (Per Week) 250
pH Meter ...................................................... (Per Day) 20
Explosive Gas Meter .............................................. (Per Day) 20
Dissolx;ed Oxygen Meter ........................................... (per Day) 20
OVM or PID Meter ............................................... (Per Day) 30
Sound Level Meter ............................................... (Per Day) 30
* Equipment Charges Do Not Include Operators
2195
EQUIPMENT CHARGES
(Continued)
DRILLING
Mobile B-50, Mobile B-53 (Flight Auger, Only - One Operator) ................ (Per Hour) $ 95
Mobile B-50, Mobile B-53 (Flight Auger or 8-Inch Hollow
Stem Auger - Two Operators) ....................................... (Per Hour) 140
Mobile B-53 (10-inch Hollow Stem Auger -
Two Operators) ................ ' ................................. (Per Hour) 145
C.ME-75 (Flight Auger, 8 or 10-Inch Hollow Stem Auger or Rotary
'Crash Boring - Two Operators) ...................................... (Per Hour) 145
Casing, Drill Mud, Shelby Tubes, Outside Services ................................ Cost + 15%
Diamond Coring - Wire Line or Casing (Includes Two Operators) ............... (Per Hour) 150
Cost + 15%
Diamond Bit~ ..........................................................
H~?~rdous Waste Sites (Levels A and B) .................... (Surcharge Per Man Hour) 50
Hazardous Waste Sites (Level C) .......................... (Surcharge Per Man Hour) 10
OVM or PID Meter ............................................... (Per Day) 30
Steam Cleaner ................................................... (Per Day) 100
Support Truck ................................................... (Per Da)') 100
CORING
Coring Equipment and One Operator ................................... (Per Hour) $. 90
Coting Equipment and Two Operators .................................. (Per Hour) 130
BIT CHA. RGES
Core Diameter
2"
4'~
6"
Concrete and Masonry Asphalt and Soil .Cement
$ 5/Inch $ 3'rlnch
6/Inch 5/inch
9/Inch 6/inch
13/inch 9/Inch
15/inch 11/Inch
(4" Minimum Bit Charge Per Core)
*C57 Drilling Contractor License Number 490942
NOTE: A nominal handling/disposal fee of $10 may be assessed to each soil sample
and tube obtained from the field for environmental projects.
~95
EQUIPMENT CHARGES
(Continued)
GEOPI"D'SICAL TESTING *
Nimbus 12-Channel Seismograph with Recorder ........................... (Per Hour) $ 65
Explosive Charge ........................................................ Quotation
Resistivity Meter ................................................. (Per Hour) 25
Magnetometer ................................................... ('Per Hour) 25
Triaxial Downhole Geophones ........................................ (per Hour) 30
Neutron Moisture Gauge (100' Maximum Depth) ........................... (per Hour) 30
Neutron Moisture Gauge (Greater Than t00' Depth) ............................... Quotation
Nimbus Instruments 12-Channel, Signal-Enhancement Seismograph,
for use with Hammer or Explosives ................................... $600 plus $200 Per Da5'
Cables Available:
I 10 Feet
220 Feet
550 Feet
Dual Triaxial (3 Orthogonal Geophones) Downhole Geophones
with Switch Box and Connectors. Geophone Packages
Spaced 10 Feet Apart on 150 Feet of Cable ............................ $270 plus $90 Per Da),
Bison ResistiviD' Meter with Cables and Probes ........................... $150 plus $50 Per Day ~
Geometries Mag'netometer, Proton Precession Type + Gamma
Ac. curacy, Li~tweight, MoUnts on Backpack ........................... $210 plus $80 Per Day
Shipping Charges, Handling and Insurance are Additional Costs to be paid by User.
Shipping Tune, round-trip, is charged at rotes punished above.
*F--xtuipment Charges Do Not Include Operators
GROUNDWATER SAMPLING *
Sampling C~.ar .................................................. (per Day) $100
Steazn Cleaner ................................................... (Per Day) _ 100
Well Sounder ................................................... (Per Day) 20
~95
LABORATORY TESTING
I. SOILS
MOISTURE [ DENSITY CURVES
AASHTO T-99, ASTM D-698 ..............................................
AASHTO T-180 or ASTM D-1557 (4" Mold) ....................................
AASHTO T-180 or ASTM D-1557 (6" Mold) ....................................
California Impact Method 216 ...............................................
Check Point ...........................................................
Corps of Engineers (AASHTO Modified) .......................................
Relative Density, ASTM D-2049 (Vibrating Table) ................................
PARTICLE SIZE ANALYSES
Sieve Analysis, Pit Run with 200 Wash ................ 2 ....... ' ................
Wash Analysis, ASTM C-I17 ...............................................
Hydrometer Analysis, ASTM D-422 ..........................................
Specific Gravity, ASTM D-854 ..............................................
Visual Analysis .........................................................
Sand Equivalent, ASTM D-2419 (3 Determinations) ...............................
A TTERBERG LIMITS
Liquid Lin'fit, ASTM D-4318 ...............................................
Plastic Limit, ASTM D-4318 ...............................................
Plasticity Index, ASTM D-4318 ..............................................
Shrinkage Factors, ASTM D-427
Shrinkage Limit ...................................................
Shrinkage Ratio (Includes the Above) ' · ..........
Volumea'ic Shrinkage (Includes the Above) ........... ._ ...................
Linear Shrinkage (Includes the Above) ...................................
MOISTURE-DENSITY TEST
Laboratory Determination of Moisture and Dry Density -
"Undisturbed" Specimen, Obtained In-Sim, Each Specimen ....................
SH"ELL TESTS
Swell Tests, FHA Specifications .............................................
Swell Tests, ASCE Expansion Index - U.B.C. Standard No. 29-2 ......................
SI-IE.43~ TESTS
Direct Shear, Undisturbed (Quick) (3 Point Curve) ................................
Direct Shear. Remolded (Quick) (3 Point Curve) ..................................
$120
140
180
150
80
180
200
$100
50
100
60
20
70
$ 70
70
140
140
150
160
170
$ 20
$160
160
$150
190
LABORATORY TESTING
(Continued)
SOILS (Continued)
Triaxial Compression Testing and Pore Pressure Measurements, .
Strain-control]ed, Stress-controlled, Creep Potential Determination ....................
CONSOLIDATION TESTS
ASTM D-2435 (8 Point Cum,e) ..............................................
Extra Points ...........................................................
Hydrocompaction Potential .......................................... ; ......
UNCO3;FIArED COMPRESSION TEST
ASTM D-2166 (Stress/Strain) ...............................................
ASTM D-2166 (Failure Point only) ...........................................
"R" VALUE DETERMINATION
California Method 301, Untreated Material
With Stabilometer Tests and Moisture-Density Determination ...................
Samples Containing Ag~eg. ates, Cement, Lime, or Other Additives ...............
CALIFORNIA BEARING RATIO (CBR)
CBR at ] 00% of Maximum Dry Density,
ASTM D-1883 Inclusive of Maximum Density Curve,
or .~.SHTO_ T-180, MethOd "D", 1 Point Method ..........................
CBR at 95% of Maximum Dry Density, .
ASTM D-1883 Inclusive of Maximum Density Curve,
or AASHTO T-180, Method "D", 3 Points Method ........ ... ~ ..... ........
PERMEABILITY TESTS ~
Rigidwall Constant Head ..................................................
Flexible Wall, Constant Head, Using Triaxial Apparatus .............................
Other forms of Permeability Tests .............................................
PINHOLE DISPERSION TEST
Multiple. Head Series .....................................................
Quotation
5300
30
150
$ 60
40
$190
210
$350
600
$160
260
Quotation
$150
~95
LABORATORY TESTING
(Continued)
SOILS (Continued)
SOIL COR~OSII~TI~ TESTS
Minimum Resistivity ....................................... . ...., .. · ·,: - · -
Major Ions; pH, EC, Sulfate & Chlorides (Saturation Extract) .........................
SOIL CEMENT TESTS
Soil Cement Mix Design per PCA Soil Cement Laboratory Handbook
Chapter 5 - Includes Atterberg Limits, Sieve Analysis,
Moisture-Density, Compression Tests and Freeze-Thaw or
Wetting-Drying Tests .......................................... .........
Freeze-Thaw Tests, Set of 3 (Sample Preparation Not Included) .......................
Wetting-Drying Tests, Set of 3 (Sample Preparation Not Included) .....................
Preparation of Freeze-Thaw or Wetting-Drying Tests,
3 Sets of 2 Specimens at Varying Cement Content ..........................
Compression Tests, Laboratory Mixed and Compa.cted Samples, Set of 3 .................
Cement Content of Soil Cement (ASTM C-I084 Modified) ..........................
$ 80
25
90
$1200
420
400
380
180
180
~95
LABORATORY TESTING
(Continued)
II.
AGGREGATES
Sieve Analysis, Coarse or Fine (Without Wash), ASTM C-136 .... ....................
Inclusive of Fineness Modulus ........................................
Wash Analysis, Amount of Material Finer Than No. 200 Sieve, ASTM C-117 .............
Specific Gravity, ASTM C-127 ..............................................
Specific Gravity and Absorption, ASTM C-127 or ASTM C-128 .......................
Organic Impurities in Fine Aggregates, ASTM C-40 ...............................
Percent Clay Lumps and Friable Particles in Aggregates,
ASTM C-142 ....................................................
Percent Flat and Elongated Particles ...........................................
Moisture Content ........................... - ................. . ............
Absorption, ASTM C-127 ....... .' ..........................................
Weight Per Cubic Foot, ASTM C-29
Compact ........................................................
Loose ..........................................................
Los .~mgeles Rattler Test, ASTM C-131 Small Size Coarse Ag~egate .........................................
Large size Coarse Ag~egate .................. i ......................
Sulfate Soundness (5 Cycles), ASTM C-88 per Sieve Size ...........................
Minimum Charge per Sample .... .. :. ..................................
Mortar M 'aking Properties of Sand (Two Ages), ASTM C-87 .........................
Sand Equivalent, California Method 217-I, Average of 3 Determinations .................
Durability Test, California Method 229-E, per Fraction .............................
Potential Reactivity Test, ASTM C-289, per Size .................................
Cleanness Test, California Method 227-E .......................................
Hydrometer Analysis, California Method 205-E ...................................
Silica in Sand, ASTM C-146 ................................................
Percentage of Crushed Particles, California Method 205 ..............................
$ 50
6O
50
50
70
5O
50
80
15
30
45
35
110
120
70
200
75
110
225
120
100
60
60
LABORATORY TES TIaNG
(Continued)
III. CONCRETE
Cement Content of Hardened Concrete, ASTM C-1084 ............................. $275
Chemical Test, ASTM C-150 (Types I Through V) ................................ Quotation
Time of Setting of Hydraulic Cement, ASTM C-191 ............................... 150
Compressive Strength of Hydraulic Cement Mortar,
ASTM C-109 (Per Set of 3 Cubes)
60
Preparation of Specimen Not Included ......................... , · ·, ......
Specific Gravity of Hydraulic Cement, ASTM C-188 ............................... 90
Volume Change of Cement, Mortar or Concrete (Drying Shrinkage),
ASTM C-157 .................................................... Quotation
Mix Desiga (Ag~egate Tests Not Included) ..................................... 100
Compressive Test, 6" x 12" Cylinder, ASTM C-39 (Sets of 3 or 4) ..................... 60
Compressive Test, Cored Specimens (Preparation Not Included) ....................... I5
Preparation of Specimens, Diamond Sawing (Each End) ............................. 20
Proportion of Cement in Hardened ConCrete, ASTM C-85 ........................... 290
Flexural Test of Concrete Beam, ASTM C-293 or ASTM C-78 ........................ ~>
Splitting Tensile Stren~ of Concrete Cylind~s, ASTM C-496 ........................ 50
Density Test on Concrete Cylinders ............................... ' 25
· ".a.Z' Tea-Reinforced Concrete Pipe "Life Factor" (C:CO.~ Equivalent) .................. 50
CHEMICAL RE~d CTII'TIY' TESTS
.Mixing Water:. pH, Electrical Conductance, Chloride, Sulfate ......................... $ 50
Contact Soil: pH, Electrical Conductance, CMofide, Sulfate
90
Clay Type (Saturation Extract) ........................................
Granular (Saturation Extrac0 .......................................... 70
~95
LABORATORY TESTING
(Continued)
'1
IV. STEEL
REINFORCING B.4.R TESTS
Tensile and Bend Tests, #2 through #8 .........................................
Tensile and Bend Tests, #9 through #11 ........................................
Machining Charges, #14 through #18 Bars ......................................
I[TRE FABRIC TESTS - ASTM A-185
Tension Test ............................................ ~ ..... ' .........
Bend Test .............................................................
Weld She. ar Test (Average of 4) .............................................
STRUCTUR.4.L STEEL TESTS
Tensile Test (Machining Not Included) .........................................
Bend Test (Machining Not Included)
Machining Charges ......................................................
HARD.&~SS TESTS
Brinell Hardness, ASTM E-20 ...............................................
Rockwell Hardness, ASTM E-18 .............................................
HIGH STRENGTH BOLT TESTS
$ 80
90
50
$ 40
30
100
$ 40
30
50
$ 50
50
Bolt Ulfimat~ Load ...................................................... - $ 90
Bolt Hardness .................................... . ...................... 60
Nut Hardness .......................................................... 60
Washer Hardness ........................................................ 60
Proof Loading, Bolt or Nut ................................................. 90
CALIBRATION
Torque V~rrench · $110
Jack 90
PRESTRESSING CABLES
Tensile and Elongation, ASTM A-416 or ASTM A-421 ............................. $100
Cable Preparation ........................................................ 100
Tendons Quotation
2/95
10
(Continued)
V. ~VJELDING
WELDER QUALIFICATION TESTING
Structural Welding (Machining Included, Per Position - Witnessing Not Included)
Groove Weld, 3/8" Plant ............................................
Groove Weld, 1" Plate ..............................................
Light Gauge Weldingi State Division of Architecture, School House Section
Circular No. 6. Plug and Butt Welding, 8 Specimens,
Three Positions (Witnessing Not Included) ................................
Plug Welding: Two Specimens, One Position,
Test Plates Included (Witnessing Not Included) .............................
Wimessing of Weld Test (Per Hour) ..........................................
WELDED SPECI3IEN TESTS
Face Bend (Preparation Not Included) .........................................
Root Bend (Preparation Not Included) .........................................
Side Bend (Preparation Not Included) .........................................
Free Bend (Reinforcing Steel) ...............................................
Nick Break (Reinforcing Steel) ..............................................
$120
150
240
I20
58
$ 25
25
25
5
50
~95
11
LABORATORY TESTENG
(Continued)
VI. MASONRY
CONCRETE MASONRY UNITS TESTING - ASTM C-90
o
Specific Gravity and Unit Weight ............................................
Moisture Content .............................................. . ..........
Compression Test, Masonry Units, ASTM C-140 .................................
Absorption Test Including Moisture Content, Masonry Units, ASTM C-140 ...............
Grouted Masonry, fl,~ Determinations, U.B.C. (Field Prep & Grouting Obs Not Included)
Each
Per Set of 5 Composite Units .........................................
Lineal Shrink~e, Masonry Unit, Title 24, Per Specimen .................... :'. ......
Tensile Test - Masonry Units, Per Specimen .....................................
BRICK TESTS
Compression Test, ASTM C-67 ..............................................
Modulus of Rupture, ASTM C-67 .................. ..........................
Absorption Test and Coefficient, ASTM C-67 ...................................... '
Sh~ar Test on Masonry Cores ...............................................
GROUT A. ND MORTAR TESTS
Compression Test. Grout Prisms (Sets of 3 or 4) ..................................
Compression Test. Mortar Cylinders (Sets of 3 or 4) ...............................
$ 5O
30
5O
5O
100
450
100
100
$ 3O
40
45
60
$ 75
6O
9_/95
12
LABORATORY TESTING
(Continued)
VII. ASPHALT AND PAVEMENT
BITUMINOUS MATERIALS, ASPHALT, .ROAD OIL TESTING
Centrifuge, Kerosene Equivalent ............. ..... ....; ........................ $ 90
I~ Factor ............................................ :.~ .. .... ~ . . . 90
K~ and I~ Factor Calculations ......................................... 80
Extraction, Bitumen Percentage
120
ASTM Method 2172 .......................................... : ·: · ·
Califomia Method 310 .............................................. 180
Moisture Content ................................................ ...... ,. 50
Gradation of Extracted Sample ' ' ........... 80
Distillation, ASTM D-402 . O0
Film Stripping .......................................................... 60
Residue, By Distillation, Percent, ASTM D-244 ................. ' ................. 300
By Evaporation, Percent, ASTM D-244 .................................. 70
Flash Point ' - . ................ 80
Penetration at 77° F, ASTM D-5 ' . ........ 80
Swell Test on Combined Ag~egate, AASHTO T-101 ' 80
Asphalt Mix Design ...................................................... Quotation
Stabilometer Value, California Method 304,
Per Specimen Oh'e-mixed Sample) ...................................... 90
150
Per Specimen (Lab-mixed Sample) .....................................
Tamping of 4-inch briquette (Pre-mixed Sample) per specimen · .... 70
Sp~ific Gravity of Compacted Sample or Core ................................... 30
Sp~ific Gravity of Asphalt Concrete, ASTM D-2041, Rice Method ........... , ........ 180
Moisture Vapor Susceptibility, California Method 307
Per Specimen (Pre-mixed Sample) " 90
150
Per Specimen (Lab-mixed Sample) .....................................
Surface Abrasion of Compacted Bituminous Mixtures, Califorrfia Method 360-A,
360
Per Set of 3 (Pre-mixed Sample) ........................................
420
Per Set of 3 (Lab-mixed Sample) .......................................
Index of Retained Stren=m.h, ASTM D-1075 - Effect of Water on Cohesion
Per Set of 6 (Lab-Mixed Samples - Not Including Mix Design) ................. 320
Per Specimen (Pre-mixed Sample) ...................................... 30
Maximum Density of Asphalt Concrete (Averse of 5 Specimens - California Method) ....... 300
Marshall Stability and Plastic Flow of Bituminous Materials, AS/WI D-1559,
$150
Per Set of 3 ('Field Mix) ......................... . ....................
Per Set of 3 (Lab-mixed Samples - Not Including Mix Design) .................. 210
DISPOSAL *
Solvent Disposal Fee (Per Extraction) .........................................
$15
* Solvents. after use in conducting several of the tests, are designated ~.~ "Hazardous Waste" and are subject to nominal disposal fees.
13
2~.5
LABORATORY TESTING
(Continued)
VIII; MISCELLANEOUS
LUMBER
Specific Gravity and Shrinkage, ASTM D-143 ...................................
Moisture Content of Wood
ASTM D-2016, Method "A" (Oven Dr3') .................................
ASTM D-2016, Method "B" (Electronic Meter) .............................
PLYWOOD
Plywood Glue Shear Test, ASTM D-805 .......................................
Moisture Absorption of Plywood, ASTM D-805 ..................................
GLUE-L4MiNATED TIMBERS
Finger Joint Tension Test, AITC Test I06 ('Preparation Not Included) ...................
Bending Test for End Joints, .tdTC Test 105 .....................................
Adhesive Spread Measurement, AITC Test 102 ...................................
Moisture Content and Specific Gravity, AITC Test 111. ASTM D-805-72 ................
GAJ.,V.4dVIZED COATING
Weight of Gatvarfized Coating, ASTM A-90 .....................................
FIREPROOFING
Dry Density, ASTM E-605 (Each) ............................................
$95
35
20
Quotation
$60
$40
40
40
60
$65
$50
2/95
14
1181 Quarry Lane, Building 300
Pleasanton, CA 94566
...... (92~5) 46.2,-:4000, FAX (925). 462.-6283
,..;';'"i' '.; ,':, 1...- ;'.
February 26, 1999
Mr. Richard C. Ambrose
City Manager
City of Dublin
P.O. Boi 2340'
Dublin, California 94568
Subject: Contract S~rvices A ereement Renewal for FY 1999/2000
Dear Mr. Ambrose:
In response to your letter of February 18, 1999, we propose the following:
Our rates for geotechnical cOnsulting services for Fiscal Year 1999/2000 will be the same
as the rates in our existing contract WhiCh exPireS On jUne 30, 1999.
Further, we are not requesting any change in contract, personnel, or services level for
FY 1999/2000. '
We look forward to continue providing our services to the City of Dublin. Should you have
questions regarding this letter, please do not hesitate to contact us.
Respectfully submitted,
BSK & ,a~sociates
Alex Y. Eskandari, P.E..
Manager, Goo-Environmental serVices
AYE:hhc
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Geotechnical Engineering · Engineering Geology · Environmental Services · Construction Inspection & Testing · Analytical Testing
· ..... A RESOLUTION OF'Ttt~ CITY C CII,' "~':"-
OF TFrE CITY OF DUBLIN
APPROVING AMENDMENT TO AGREEMENT FOR GEOTECltNICAL SERVICES
WlTIt BSK AND ASSOCIATES
WHEREAS, the City Council of the City of Dublin approved an agreement for geotechnical
services with BSK and Associates, on June 11, 1997; and
WHEREAS, the term of said agreement was extended to June 30, 1999; and
WHEREAS, the term of the agreement is proposed to be extended until June 30, 2001, allowing
BSK to request an adjustment of rates for the second year of the term;
NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of Dublin does hereby
approve the amendment to the agreement (extension of term) with BSK and Associates, which is attached
hereto as "Exhibit A."
BE IT FUK~R RESOLVED that the Mayor is authorized to execute the amendment.
PASSED, APPROVED AND ADOPTED this 24th day of June, 1999.
AYES:
NOES'
ABSENT:
ABSTAIN:
ATTEST:
Mayor
City Clerk
g:'~ngr\bsk~resoamnd9 9
EXHIRIT "A" OF RESOLUTION -99
AMENDMENT TO AGREEMENT
BETWEEN CITY OF DUBLIN AND BSK AND ASSOCIATES
FOR GEOTECHNICAL SERVICES
WltEREAS, the City of Dublin (hereinafter referred to as "CITY") and BSK and
Associates (hereinaRer referred to as "CONSULTANT"), entered into a one-year agreement on June 11,
1997, to provide engineering services to CITY; and
WltEREAS, Consultant and the City of Dublin wish to extend the term of said agreement
. for an additional two-year period (terminating June 30, 2001);
NOW, TItEREFORE, the parties hereto agree as follows:
Extension of Term
The term of the agreement shall be extended until June 30, 2001.
Consultant shall be entitled to submit a request for an adjustment of rates for the second year of the
contract term; i.e., 2000-2001 fiscal year.
CITY OF DUBL]~Xl
ATTEST:
Mayor
City Clerk
BSK AND ASSOCIATES
Date: