HomeMy WebLinkAboutContracts & Agreements_94-2010_CCv0001.pdf AGREEMENT FOR THE PERFORMANCE OF GEOTECHNICAL FIELD SERVICES
FOR THE CITY OF REDLANDS' NEVADA STREET SEWER TRENCH REPAIR
PROJECT AND THE BROOKSIDE AVENUE SEWER MAIN REPLACEMENT
PROJECT.
This agreement for the provision of geotechnical field testing services for the City of
Redlands' Nevada Street sewer trench repair project and the Brookside Avenue sewer main
replacement project("Agreement") is made and entered into this 20th day of May, 2010
("Effective Date"), by and between the City of Redlands, a municipal corporation ("City") and
Hilltop Geotechnical ("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 field services for City's Nevada
Street sewer trench pavement repair project and the Brookside Avenue sewer main
replacement project(the "Services").
1.2 The Services shall be performed by Consultant in a professional manner, and Consultant
represents that it has the skill and the professional expertise necessary to provide the
Services to City at a level of competency presently maintained by other practicing
professional consultants in the industry providing like and similar types of Services.
ARTICLE 2 - SERVICES OF CONSULTANT
2.1 The Services that Consultant shall perform are more particularly described in Exhibit
"A," entitled "Scope of Services,"which is attached hereto and incorporated herein by
reference.
2.2 Consultant shall comply with applicable federal, state and local laws and regulations in
the performance of this Agreement including, but not limited to, the Americans with
Disabilities Act, the Fair Employment and Housing Act and prevailing wage laws.
ARTICLE 3 -RESPONSIBILITIES OF CITY
3.1 City shall make available to Consultant information in its possession that may assist
Consultant in performing the Services.
3.2 City designates Mr. Bassam Alzammar as City's representative with respect to
performance of the Services, and such person shall have the authority to transmit
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instructions, receive information, interpret and define City's policies and decisions with
respect to performance of the Services.
ARTICLE 4- PERFORMANCE OF SERVICES
4.1 Consultant shall perform the Services in a prompt and diligent manner and in accordance
with the schedule set forth in Exhibit"B,"entitled "Project Schedule."
4.2 During the term of this Agreement, 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 reasonably 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
Extra Services may be 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.
ARTICLE 5 -PAYMENTS TO CONSULTANT
5.1 The total compensation for Consultant's performance of the Services shall not exceed the
amount of Three Thousand Nine Hundred and Thirty Dollars ($3,930). City shall pay
Consultant on a time and materials basis up to the not to exceed amount, in accordance
with Exhibit"C"entitled "Project Costs,"and based upon the hourly rates shown in
Exhibit"D,"entitled"Rate Schedule." Both Exhibits "C"and"D"are attached hereto
and incorporated herein by this reference.
5.2 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.
5.3 All notices shall be given in writing by personal delivery or by mail. Notices sent by
mail should be addressed as follows:
City Consultant
Bassam Alzammar Mark Hulett
Municipal Utilities and Engineering Dept. Hilltop Geotechnical
City of Redlands 786 S. Gifford Avenue
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35 Cajon Street, Suite 15A San Bernardino, CA 92408
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 5.3.
ARTICLE 6 - INSURANCE AND INDEMNIFICATION
6.1 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.
6.2 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 "E," entitled
"Workers' Compensation Insurance Certification,"which is attached hereto and
incorporated herein by this reference.
6.3 Hold Harmless.and Indemnification. Consultant shall defend, indemnify and hold
harmless City and its elected officials, employees and agents from and against any and all
claims, losses or liability, including attorneys' fees, arising from injury or death to
persons or damage to property occasioned by and negligent act, omission or failure to act
by Consultant, its officers, employees and agents in performing the Services.
6.4 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
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prior to commencement of the Services.
6.5 Professional Liability Insurance, Consultant shall secure and maintain professional
liability insurance throughout the term of this Agreement in the amount of One Million
Dollars ($1,000,000) per claim made. Certificates of insurance shall be delivered to City
prior to commencement of the services.
6.6 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 7-CONFLICTS OF INTEREST
7.1 Consultant covenants and represents that it does not have any investment or interest in
any real property that may be the subject of this Agreement or any other source of
income, interest in real property or investment that would be affected in any manner or
degree by the performance of Consultant's Services. Consultant further covenants and
represents that in the performance of its duties hereunder, no person having any such
interest shall perform any Services under this Agreement.
7.2 Consultant agrees it is not a designated employee within the meaning of the Political
Reform Act because Consultant:
A. Does not make or participate in:
(i)the making or any 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;
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(v) granting City approval to a plan, design, report, study or similar item;
(vi)adopting, or granting City approval of, policies, standards or guidelines for
City or for any subdivision thereof.
B. Does not serve in a staff capacity with City and in that capacity, participate in
making a governmental decision or otherwise perform the same or substantially the same
duties for City that would otherwise be performed by an individual holding a position
specified in City's Conflict of Interest Code under Government Code section 87302.
7.3 In the event City officially determines that Consultant must disclose its financial interests
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 8 - GENERAL CONSIDERATIONS
8.1 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.
8.2 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.
8.3 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.
8.4 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
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implied, to act on behalf of City in any capacity whatsoever as an agent, nor shall
Consultant have any authority, express or implied, to bind City to any obligation.
8.5 Termination.
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.
8.6 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.
8.7 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
otherwise provided for herein, an amendment to this Agreement shall be in writing,
approved by City and signed by City and Consultant.
8.8 Governing Law. This Agreement shall be governed by and construed in accordance with
the laws of the State of California.
8.9 Severability. If one or more of the sentences, clauses, paragraphs or sections contained in
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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.
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IN WITNESS WHEREOF, duly authorized representatives of the City and Consultant have
signed in confirmation of this Agreement.
CITY OF REDLANDS HILLTOP GEOTECHNICAL.
Tina Kundig, Finance Director -rr e c112' - Mark Hulett
Attest:
City Clerk
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EXHIBIT "A"
SCOPE OF SERVICES
HILLTOP GEOTECHNICAL, INC, as the Geotechnical consultant will:
• HILLTOP GEOTECHNICAL,INC. will perform routine sieve analysis, sand equivalent, and
compaction testing as required.
• Conduct on-site observations of the work in progress to assist the City of Redlands in
determining when the work is, in general, proceeding in accordance with the contract
documents.
• Report to the City of Redlands or its representative, whenever the inspector believes that
work is faulty, defective, does not conform to contract documents, or has been damaged;
or whenever there is defective material or equipment; or whenever inspector believes the
work should be uncovered for observations or requires special testing.
• Furnish three(3)copies of the final report for City's review and approval. Reports shall
be certified by HILLTOP GEOTECHNICAL,INC.'s registered Civil Engineer(Mr. Donald
Curran) for the tests performed.
• HILLTOP GEOTECHNICAL,INC will work with the Contractor to coordinate field
activities for schedules and locations of the inspection,testing, and access to construction
operations.
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EXHIBIT "B"
PROJECT SCHEDULE
The schedule for density testing of compacted trench backfill will follow the construction
schedule'.
The duration for the Nevada Street sewer trench repair project completion is 20 calendar days.
The duration for the Brookside Avenue sewer main replacement project is 30 calendar days.
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EXHIBIT "C"
PROJECT COSTS
ITEMIZED COST ESTIMATE
(Based on General Prevailing Wage Rates)
Both Projects Combined
I. FIELD OBSERVATION AND TESTING (SOILS)
Field Technician (Soils) Trench Backfill
8 trips @ 3 hours/trip @ $84.00/hour $2,016.00
Field Technician (Soils) Base Compaction
2 trips @ 3 hours/trip @ $84.00/hour $504.00
Supervisor/Project Management
I hour @ $96.00/hour $96.00
LABORATORY TESTING
Maximum Density Tests (Soils)4 @$140.00/each $560.00
Hveem Density Test(Asphalt)2 @ $177.00/each $354.00
FINAL SUMMARY REPORT(Both Projects) $400.00
TOTAL ESTIMATE $3,930.00
MINIMUM CHARGE
EngineeringTechnician................................................................................................. 3 hours
Registered Inspector,7AM to I IAM ........................................ ....................................4 hours
Work past I IAM or Over 4 Hours ................................................................................ 8 hours
Show Up and No Testing or Inspection.........................................................................2 hours
Cancellation of Work After 3:30 pm on previous day................................................... .3) hours
OVERTIME
Overtime at the rate of 1.5 times the applicable hourly rate will be charged for any time in excess
of 8 hours and less than 12 hours in any one day, Monday through Friday, and time before
6:00 a.m. or after 6:00 p.m. and for Saturday work up to 8 hours. Work performed in excess of
12 hours on Monday through Friday, in excess of 8 hours on Saturday, and all work on Sundays
or Company recognized Holidays will be charged at 2.0 times the applicable hourly rate.
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PERSONNEL JOB CLASSIFICATION
UNIT
CITY OF REDLANDS-PREVAILING WAGE RATES (hr)
SOIL TECHNICIAN- (3-hour min. $84.00
MATERIAL TECHNICIAN- (3-hour min.) $84.00
SUPERVISOR/PROJECT MANAGER - $96.00
PROJECT FIELD GEOLOGIST/ENGINEER $104.00
ENGINEERING GEOLOGIST(CEG) $140.00
GEOTECHNICAL ENGINEER(GE) $140.00
DRAFTSMAN $62.00
WORD PROCESSING $57.00
MILEAGE RATE-only when no testing is No
performed Charge
LABORATORY TESTING UNIT
RATE
LABORATORY TESTING
UNIT
LABORATORY (ea.)
Calif. Test No. 202 - Sieve Analysis of Fine and Coarse
Aggregates (each)
Aggregates (each) $100.00
ASTM D 1557-Relative Compaction of Untreated and $135.00
Tr Soils
Is ggr g te Soil
Treated Soils and Aggregate Soils and aggregates. (or
Calif. Test 216)
Hveem Density(Spec. Gravity/Stability) $177.00
Calif. Test No. 382 -Asphalt Content $186.00
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EXHIBIT "D"
RNE0CHEDNLE
2010 SCHEDULE OF FEES-PX0066R
City of Redlands-Nevada Street Sewer Trench Repair
PERSONNEL CHARGES
Drafting, per hour .................................. .............................................................................$ h5.0O
Labor, per hour ....................................................................................................................$ d5.UO
Pick-up(Sample), per hour.............................................................. ....................................$6i0V
Word , per hour............................................................................ .........$60.00
Engineer Registered, per hour ............................................................................................$]50.00
Engineer Non-Registered, per hour....................................................................................$l00.0X)
Geologist Registered, per hour...........................................................................................$|5O.0l
Geologist Non-Registered, per hour ..................................................................................$lO0.00
Inspector- lCB(\ per hour...................................................................................................$7b.)U
ProjectManager, per hour....................................................................................................$9d1X)
perhour..............................................................................................................$96{X)
Tcchoickzo -Geologic, per hour...........................................................................................$70.00
Tcohoicbzn- Grading, per hour.............................................................................................$7b.00
Technician- Senior Grading, per hour.................................................................................$8O1X)
Technician -Manometer, per hour.......................................................................................$76.00
Teoboioksn- Material, per hour............................................................................................$70.00
Tcobnkzbzn- PVa per hour.....................................................................................$76.00
Technician-Office, per hour................................................................................................$0O.00
Technician- Sr. Office, per hour..........................................................................................$80.O0
Prevailing Wuge-Inspector ICBO, per hour..................................................................$@4.0K}
Prevailing Wage-Technician Cnmorctc, per hour..........................................................
$04,OO
Prevailing��age-Teohn�dmmK�rmd' per hour -'-...~---~....-.004JK)
Prevailing Wage- PwskGrmdimg, per hour.......................................................................$84.0u0
Outside Drilling Service............................................................................................Cost Plus l5Y6
LABORATORY TESTING FEES
SOIL TESTING
ChlorideTest ...._...-.......-....._._—^.-^—^^_..-.._................__.........—...$80.00
ChunkDensity& Moisture...................................................................................................$25.00
ConsolidationTest...........................................................................................................................
»)Consolidation ~ full..............................................................................................$l55.00
6AConsolidation-Remold ............................................................................. ..........$401X)
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c) tSingle, Consolidation" " - u / ..................................... ...........................................$8O.O0
Coonok7n Analysis Test(Pb Redox, Resistivity) ................................................. $145.00
Direct Shear Test .-------------------------------------'---'
a)0�u ��r ��bu
, ^ - ________________--------------$l65.O8
b) D�c� ��r- ����
, --~-------~--.--.—.--.-----.----.$2O5.00
�d���Expansion" ~-----.--.—~.---.—.~--^—~------------..$ll5.O0
Maximum Dens' �c�
^'� ^—`----^----'—,--~--..--....—.------.—..$l4U.0O
Moisture Content Test
^—^^^^—~^—'^--'—~—^'_.^—...—.—..^—...—._.._.^.—..—.$l5.0O
O�u ��oo��m����
�=^ —^^'^~^'^^'~^^'^^'~'^^'—'^^'^^''^^—'^~^—'^^'^'^^'`^—^—.......$]5.0
Permeability Test ..~—.—..—.~.~—.~—.~._—..—_—~^—..—..._.—.--._.—..—.K)uub:
��nbm��G ~
^^^^~^~~^a ^ '---^-----.----~.---.----^---^--- $120.00
^---.—.
Remi�aucel/abueTest\o^~"a/ve/ ^-------~----~---^----------....$26O.O0
Resistivity� -------------^--^---^---------------------.$105.00
Rin ��a�� �D�ai���
-'xx '� ------------------------ $20.00
Sand _ -------�ouhmlco�Tnm
` ^ _____,_____~_~_______—__--~--------.�l00.00
SieveAnalysis p^xmuv«/p�e / ....................................................... —.....................$20O.OU
SievciaTco.- (Fu|0
^~.",�° � _, ~___~_____________—_—,----------..$l0O.00
8ievc �Tc�-��D0
^~^~v" . - ' ~-------------------------------.$85.0O
SulfateTest .......................................................... $65.00
Tu/hid' Test, ____~_.__,______________~____________---.$2j.O0
CONCRETE/MASONRY TESTING
Cylinder Compression Test ------.--------------------------$28.00
Cylinder --- Charge..........................................................................................................$33.O0
CylinderTrim, Charge..........................................................................................................$10.00
Groutkm��
°"""p^°�" ---''---.—''--..---.---....—'-----'.............—...--$34.00
MortarCompression Test.....................................................................................................$34.00
ASPHALT TESTING
Asphalt Content- Ignition Oven,
Premixed/\CSample([T382), eo..........................................................................$|25.OU
Asphalt Content/Gradation- Ignition Oven,
Premixed AC Sample (CT202, CT382), eu................ ............................................$2O0.00
8vecun Specific Gravity/Stability Value,
Premixed AC Sample(CT3U0, C'T366), c4.............................................................$l77.08
ffveecoStability Value' Premixed AC Sample(CT366), eu.............................................$l2O.0O
HvcemmSpecific Gravity/Stability Value(Rubberized ,
Premixed ACSample(�7l0@ <�7�06) �a
`-'- , -'^ .............................................................$210.00
}1YeeozStability Value(Rubberized Asphalt) -
Premixed}\C Sample(CT366), eu..........................................................................$150.00
Specific Gravity of}{vsemVcCore Sample-Uncoated (CT3O8), eu...................................$45.0O
Specific Gravity ofHveemorCore Sample-Coated (CT388)^ e ......................................$65.U0
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AGGREGATE TESTING
Specific Gravity and Absorption -Couroe
Aggregate(ASTM CI271 ........... ...........................................................................$ll0.O0
Specific Gravity and Absorption - Fine
Aggregate (ASTM Cl20A ........................................................................................$l50.0O
Sodium or MagnesiumSulfate Soundness
Fine orCoarse Aggregate(ASTM C00)` per sieve size tested..................................$65.O0
Los Angeles Abrasion - 8o)aO Size Coarse
Aggregate (ASTM Cl9D ........................................................................................$22U.0O
Los Angeles Ahrauiom-[argeSize Coarse
Aggregate(ASTM[535) --..—_—._-----._----.---.------..$24O.O0
Durability Index Fine orCoarse Aggregate
(Calif 229)........................................$l60.U0PntentiolReactivity nfAggregate - Chemical
Method(ASTM C20A)..------------------------------.$375.00
Petrographic Examination Fine toCoarse
Method(ASTM C295)..-----------------------------.$l,4O0.0O
Gradation ofAggregates(ASTM C|36\ (Calif 202)
Fine Aggregate[)nv Sieve..........................................................................................$0j.00
Fine Aggregate Washed Sieve ................................................................................$l|5.OU
Coarse Aggregate Dry sieve .....................................................................................$90.00
Coarse Aggregate Washed Sieve —.------.-----------------.$l2O.0O
Combined Aggregate Dry Sieve —.------------------------.$l5U.O0
Combined Aggregate Washed sieve --.--------------------..$200.00
Material Finer than#2O0Sieve
(ASTM Cll7l..........................................................................................................$l00.00
Sand Equivalent Test(ASTM D24}q\ (Calif 2|7).............................................................$105.00
Flat and Elongated Particles (ASTM[474U.....................................................................$2001X)
Clay Lumps and Friable Particles(ASTM[|42) ..............................................................$l00.00
Lightweight Particles C/23l
Coat/Lignite(spg/=2.AO) ...............................................................................................$l00.O0
Chert(nogT=-2.4) .............................................................................................................$lVO]X}
Organic Impurities in Fine C4U\............................................................$05])O
Cleanness Value(Calif?27)...............................................................................................$]bOlX)
Unit Weight/Calculated Vokdm(Fine/Coarse
/Mbed Aggregates)(ASTM C2q\.................................... ....................................$l4O.O0
Resistance Value Test (Calif 301)
Aggregate Base Material. ........................................................................................$260.00
Potential Alkali Reactivity OfCement-Aggregate
Combinations(M0rtarB4zMethod) (ASTM C227l..................................................Quote
Potential Volume Charge of
Combination(ASTM C342\.......................................................................................Quote
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Potential Reactivity Rock Cylinder Method
(ASTM C586l........................................................................................ — ...............Quote
Length Change Due tVAlkali-Carbonate
Reactivity(ASTM CllO5L---.----.------------------- .....Quote
Potential Reactivity Mmdu Bar
(ASTM Cl200A...........................................................................................................Quote
Potential Expansion of Aggregates from
Hydration (ASTM I]4702)..........................................................................................Quote
Aggregate qomm|' Staff Geologist/Engineer
(Portal to per hour.......................................................................................$l00.00
Mileage, per mile....................................................................................................................$O.5O
Sample preparation, packaging, and
delivery for shipping for outside services, per hour..................................................$60.0U
Registered Geologist/Engineer for Test Result
Report Preparation, Consultation, e1c~ per hour .....................................................$l5O.00
Shipping................................................................................................................... Cost Plus 15Y6
Outside Testing Services ......................................................................................... Cost Plus 15%
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EXHIBIT "E"
WORKERS' COMPENSATION INSURANCE CERTIFICATION
NEVADA STREET SEWER TRENCH REPAIR PROJECT,
AND THE BROOKSIDE AVENUE SEWER MAIN REPLACEMENT PROJECT.
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 §1861).
HILLTOP GEOTECHNICAL Inc.
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By:
-fZ
Mark Hulett Date:
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