HomeMy WebLinkAbout1995-10-17; City Council; 13353; Kleinfelder, Inc. Agreement ApprovalCI"' OF CARLSBAD - AGEWA BILL
rB # /3! 353 TITLE: MATERIALS TESTING SERVICES FOR
IEPT. ENG
IECOMMENDED ACTION:
Adopt Resolution No. ?fi$gP approving a contractor agreement for materials testing services
for City projects.
ITEM EXPLANATION:
Materials testing services including soils, concrete, asphalt, masonry, and other construction
materials are required on all City capital improvement projects. In an effort to properly coordinate
the increasing volume of this work and take advantage of opportunities for reduced costs for these
needed services, staff prepared a materials testing scope of work and solicited competitive
proposals from six geotechnical firms within the San Diego County area.
comparative costs, staff recommends the City enter into agreement with Kleinfelder, Incorporated
Proposals were received from six firms. Following evaluation of the proposals and an analysis of
to provide materials testing services for City projects.
The basic contract agreement is for a period of one year with provisions for three additional one
year periods based upon the City's needs and satisfactory performance by the Contractor.
FISCAL IMPACT:
All costs for materials testing services are charged directly to each individual capital improvement
project account. When assembling estimated project budgets for the CIP, sufficient funds are
designated within the project estimate for these services as an element of the construction
process.
ITG. 10-17-95 CITY CAPITAL IMPROVEMENT PROJECTS
EXHIBITS:
1. Resolution No. 95-399 approving contractor agreement for materials testing
services with Kleinfelder, Inc.
2. Contract agreement with Kleinfelder, Incorporated.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
RESOLUTION NO. 95-299
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF CARLSBAD,
CALIFORNIA, APPROVING AN AGREEMENT BETWEEN THE CITY OF
CARLSBAD AND KLEINFELDER, INCORPORATED, FOR ANNUAL
MATERIAL TESTING SERVICES FOR CAPITAL IMPROVEMENT
PROJECTS.
WHEREAS, the City Council of the City of Carlsbad has determined it necessary, desirable
and in the public interest to provide materials testing services as an element of the construction
process for City capital improvement projects: and
WHEREAS, staff has solicited proposals from qualified materials testing firms to provide
these necessary services to the City.
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Carlsbad,
California, as follows:
1. That the above recitations are true and correct.
2. That the Mayor and City Clerk are authorized and directed to execute a contractor
agreement between the City of Carlsbad and Kleinfelder, Incorporated to provide materials testing
services.
Ill
Ill
Ill
Ill
Ill
Ill
Ill
Ill
Ill
Ill
Ill
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
3. That the Purchasing Officer is hereby authorized and directed to issue a blanket
purchase order to Kleinfelder, Incorporated.
PASSED, APPROVED AND ADOPTED at a regular meeting of the Carlsbad City Council
held on the 17th day of OCTOBER , 1995 by the following vote, to wit:
AYES: Council Members Lewis, Nygaard, Finnila, Hall
NOES: None
ABSENT Council Member Kulchin
ATTEST:
QQQAA R.Qs.&,
ALETHA L. FLAUTENKRANZ, city Clerh
AGREEMENT
.
THIS AGREEMENT, made and entered into as of the 26 th day of OCTOBER ,
19 - 95 , by and between the CITY OF CARLSBAD, a municipal corporation, hereinafter
referred to as “City”, and Kleinfelder, Inc., hereinafter referred to as “Contractor.”
RECITALS
City requires the services of a materials testing Contractor to provide the
necessary materials testing services for preparation of capital projects materials testing;
and Contractor possesses the necessary skills and qualifications to provide the services
required by the City;
NOW, THEREFORE, in consideration of these recitals and the mutual covenants
contained herein, City and Contractor agree as follows:
1. CONTRACTOR’S OBLIGATIONS
Contractor shall provide materials testing services for various City projects on an
as-needed basis and as directed by the City Engineer or designated representative.
2. CITY OBLIGATIONS
The City shall
A. Supply the Contractor with plans and specifications or other available
information within City records that may be necessary for Contractor to
perform the requested testing for each test site.
6. Determine the scope of work to be performed including the number and
location of tests to be performed.
3. PROGRESS AND COMPLETION
The work under this contract will commence immediately after execution of the
contract.
4. FEES TO BE PAID TO CONTRACTOR
The total fee payable for the services to be performed shall not exceed $200,000.
No other compensation for services will be allowed except those items covered by
supplemental agreements per Paragraph 8, "Changes in Work." The City resews the
right to withhold a ten percent (10%) retention until the project has been accepted by the
City.
Incremental payments, if applicable, should be made as outlined in attached
Exhibit "A."
5. DURATION OF CONTRACT
This agreement shall extend for a period of one year from date thereof. The
contract may be extended by the City Manager for three additional one (1) year periods
or parts thereof, based upon a review of satisfactory performance and the City's needs.
The parties shall prepare extensions in writing indicating effective date and length of the
extended contract.
6. PAYMENT OF FEES
Payment of approved items on the invoice shall be mailed to the Contractor within
thirty days after receipt of invoice for services. The fees payable will be in accordance
with the pricing established in Exhibit "A", Fee Schedules dated July 12, 1995, attached
rev.7/14/05
2
hereto and made a part hereof. The Contractor shall submit a revised pricing schedule
wKch shall be approved by the City Engineer or designoe prior to execution of contract
extensions.
7. CHANGES IN WORK
If, in the course of the contract, changes seem merited by the Contractor or the
City, and informal consultations with the other party indicate that a change in the
conditions of the contract is warranted, the Contractor or the City may request a change
in contract. Such changes shall be processed by the City in the following manner: A
letter outlining the required changes shall be forwarded to the City by Contractor to
inform them of the proposed changes along with a statement of estimated changes in
charges or time schedule. A Standard Amendment to Agreement shall be prepared by
the City and approved by the City according to the procedures described in Carlsbad
Municipal Code Section 3.28.172. Such Amendment to Agreement shall not render
ineffective or invalidate unaffected portions of the agreement.
8. COVENANTS AGAINST CONTINGENT FEES
The Contractor warrants that their firm has not employed or retained any company
or person, other than a bona fide employee working for the Contractor, to solicit or
secure this agreement, and that Contractor has not paid or agreed to pay any company
or person, other than a bona fide employee, any fee, commission, percentage, brokerage
fee, gift, or any other consideration contingent upon, or resulting from, the award or
making of this agreement. For breach or violation of this warranty, the City shall have
the right to annul this agreement without liability, or, in its discretion, to deduct from the
rev.7I14lQS
3
agreement price or consideration, or otherwise recover, the full amount of such fee,
commission, percentage, brokerage fees, gift, or contingent fee.
9. NONDISCRIMINATION CLAUSE
The Contractor shall comply with the state and federal laws regarding
nondiscrimination.
10. TERMINATION OF CONTRACT
In the event of the Contractor’s failure to prosecute, deliver, or perform the work
as provided for in this contract, the City may terminate this contract for nonperformance
by notifying the Contractor by certified mail of the termination of the contractor. The
Contractor, thereupon, has five (5) working days to deliver said documents owned by the
City and all work in progress to the City Engineer. The City Engineer shall make a
determination of fact based upon the documents delivered to City of the percentage of
work which the Contractor has performed which is usable and of worth to the City in
having the contract completed. Based upon that finding as reported to the City
Manager, the Manager shall determine the final payment of the contract.
This agreement may be terminated by either party upon tendering thirty (30) days
written notice to the other party. In the event of such suspension or termination, upon
request of the City, the Contractor shall assemble the work product and put same in
order for proper filing and closing and deliver said product to City. In the event of
termination, the Contractor shall be paid for work performed to the termination date;
however, the total shall not exceed the lump sum fee payable under paragraph 4. The
City shall make the final determination as to the portions of tasks completed and the
compensation to be made.
rev.7114195
4
7
11. DISPUTES
If a dispute should arise regard.ng the performance of work under this agreement,
the following procedure shall be used to resolve any question of fact or interpretation not
otherwise settled by agreement between parties. Such questions, if they become
identified as a part of a dispute among persons operating under the provisions of this
contract, shall be reduced to writing by the principal of the Contractor or the City
Engineer. A copy of such documented dispute shall be forwarded to both parties
involved along with recommended methods of resolution which would be of benefit to
both parties. The City Engineer or principal receiving the letter shall reply to the letter
along with a recommended method of resolution within ten (10) days. If the resolution
thus obtained is unsatisfactory to the aggrieved party, a letter outlining the dispute shall
be forwarded to the City Council for their resolution through the Office of the City
Manager. The City Council may then opt to consider the directed solution to the
problem. In such cases, the action of the City Council shall be binding upon the parties
involved, although nothing in this procedure shall prohibit the parties seeking remedies
available to them at law.
12. CLAIMS AND LAWSUITS
The Contractor shall agree that any contract claim submitted to the City must be
asserted as part of the contract process as set forth in this agreement and not in
anticipation of litigation or in conjunction with litigation. The Contractor acknowledges
that if a false claim is submitted to the City, it may be considered fraud and the
Contractor may be subject to criminal prosecution. The Contractor acknowledges that
California Government Code sections 12650 et sea., the False Claims Act, provides for
civil penalties where a person knowingly submits a false claim to a public entity. These
provisions include false claims made with deliberate ignorance of the false information
or in reckless disregard of the truth or falsity of information. If the City of Carlsbad seeks
to recover penalties pursuant to the False Claims Act, it is entitled to recover its litigation
costs, including attorney’s fees. The Contractor shall acknowledge that the filing of a
false claim may subject the Contractor to an administrative debarment proceeding
wherein the Contractor may be prevented to act as a Contractor any public work or
improvement for a period of up to five years.
Initial 4
The provisions of Carlsbad Municipal Code sections 3.32.025, 3.32.026, 3.32.027
and 3.32.028 pertaining to false claims are incorporated herein by reference. -4 Initial
13. STATUS OF THE CONTRACTOR
The Contractor shall perform the services provided for herein in Contractor’s own
way as an independent contractor and in pursuit of Contractor’s independent calling, and
not as an employee of the City. Contractor shall be under control of the City only as to
the result to be accomplished, but shall consult with the City as provided for in the
request for proposal. The persons used by the Contractor to provide services under this
agreement shall not be considered employees of the City for any purposes whatsoever.
The Contractor is an independent contractor of the City. The payment made to
the Contractor pursuant to the contract shall be the full and complete compensation to
6
7
which the Contractor is entitled. The City shall not make any federal or state tax
withholdings 3n behalf of the Contractor or his/her employees or subcontractors. The
City shall not be required to pay any workers' compensation insurance or unemployment
contributions on behalf of the Contractor or his/her employees or subcontractors. The
Contractor agrees to indemnify the City within 30 days for any tax, retirement
contribution, social security, overtime payment, unemployment payment or workers'
compensation payment which the City may be required to make on behalf of the
Contractor or any employee or subcontractor of the Contractor for work done under this
agreement or such indemnification amount may be deducted by the City from any
balance owing to the Contractor.
The Contractor shall be aware of the requirements of the Immigration Reform and
Control Act of 1986 and shall comply with those requirements, including, but not limited
to, verifying the eligibility for employment of all agents, employees, subcontractors and
Consultants that are included in this agreement.
14. CONFORMITY TO LEGAL REQUIREMENTS
The Contractor shall cause all drawings and specifications to conform to all
applicable requirements of law: federal, state and local. Contractor shall provide all
necessary supporting documents, to be filed with any agencies whose approval is
necessary.
The City will provide copies of the approved plans to any other agencies.
15. OWNERSHIP OF DOCUMENTS
7
All plans, studies, sketches, drawings, reports, and specifications as herein
required are the property of the City, whether the work for which they are made be
executed or not. In the event this contract is terminated, all documents, plans,
specifications, drawings, reports, and studies shall be delivered forthwith to the City.
Contractor shall have the right to make one (1) copy of the plans for his/her records.
16. REPRODUCTION RIGHTS
The Contractor agrees that all copyrights which arise from creation of the work
pursuant to this contract shall be vested in City and hereby agrees to relinquish all claims
to such copyrights in favor of City.
17. HOLD HARMLESS AGREEMENT
The City, its elected and appointed officers and employees shall not be liable for
any claims, liabilities, penalties, fines, or any damage to goods, properties, or effects of
any person whatever; nor for personal injuries or death caused by, or resulting from, or
any intentional or negligent acts, errors or omissions of Contractor or Contractor's
agents, employees, or representatives.
Furthermore, Contractor agrees to defend, indemnify, protect, and hold free and
harmless the City and its elected and appointed officers and employees against any
claims for damages, liabilities, penalties or fines, costs or expenses, including liabilities
or claims by reason of alleged defects in any plans and specifications arising out of the
conduct of the Contractor or any agent or employee, subcontractors, or others in
connection with the execution of the work covered by this agreement, except only for
those claims arising from the sole negligence or sole willful conduct of the City, or its
elected and appointed officers and employees.
rev.7/14/95
8
Furthermore, Contractor agrees to defend, indemnify, protect, and hold free and
harmless the City and its elected and appointed officers and employees against any
claims for damages, liabilities, penalties or fines, costs or expenses, including liabilities
or claims by reason of alleged defects in any plans and specifications arising out of or
connected with the negligent conduct of the Contractor or any agent or employee,
subcontractors, or others in connection with the execution of the work covered by this
agreement.
Contractor’s indemnification shall include any and all costs, expenses, attorneys
fees and liability incurred by the City, its officers, agents, or employees in defending
against such claims, whether the same proceed to judgment or not.
Consultant shall at its own expense, upon written request by the City, defend any
such suit or action brought against the City, its officers, agents or employees.
Contractor’s indemnification of City shall not be limited by any prior or subsequent
declaration by the Contractor.
18. ASSIGNMENT OF CONTRACT
The Contractor shall not assign this contract or any part thereof or any monies due
thereunder without the prior written consent of the City.
19. SUBCONTRACTING
If the Contractor shall subcontract any of the work to be performed under this
contract by the Contractor, Contractor shall be fully responsible to the City for the acts
and omissions of Contractor’s subcontractor and of the persons either directly or
indirectly employed by the subcontractor, as Contractor is for the acts and omissions of
persons directly employed by Contractor. Nothing contained in this contract shall create
rev.7114195
9
any contractual relationship between any subcontractor of Contractor and the City. The
Contractor shall bind every subcontractor and every subcontractor of a subcontractor by
the terms of this contract applicable to Contractor's work unless specifically noted to the
contrary in the subcontract in question approved in writing by the City.
20. PROHIBITED INTEREST
No official of the City who is authorized in such capacity on behalf of the City to
negotiate, make, accept, or approve, or take part in negotiating, making, accepting, or
approving of this agreement, shall become directly or indirectly interested personally in
this contract or in any part thereof. No officer or employee of the City who is authorized
in such capacity and on behalf of the City to exercise any executive, supervisory, or
similar functions in connection with the performance of this contract shall become directly
or indirectly interested personally in this contract or any part thereof.
21. VERBAL AGREEMENT OR CONVERSATION
No verbal agreement or conversation with any officer, agent, or employee of the
City, either before, during or after the execution of this contract, shall affect or modify any
of the terms or obligations herein contained nor entitle the Contractor to any additional
payment whatsoever under the terms of this contract.
22. SUCCESSORS OR ASSIGNS
Subject to the provisions of Paragraph 18, "Hold Harmless Agreement," all terms,
conditions, and provisions hereof shall inure to and shall bind each of the parties hereto,
and each of their respective heirs, executors, administrators, successors, and assigns.
23. EFFECTIVE DATE
This agreement shall be effective on and from the day and year first written above.
rev.7/14/05
10
24. CONFLICT OF INTEREST
The Contractor shall file a conflict of interest statement with the City Clerk in
accordance with the requirements of the City’s conflict of interest code. The disclosure
category shall be categories C1, C2, G.
25. INSURANCE
The Contractor shall obtain and maintain for the duration of the contract and any
and all amendments insurance against claims for injuries to persons or damage to
property which may arise out of or in connection with performance of the work hereunder
by the contractor, his agents, representatives, employees or subcontractors. Said
insurance shall be obtained from an insurance carrier admitted and authorized to do
business in the State of California. The insurance carrier is required to have a current
Best‘s Key Rating of not less than “A-:\$’ and shall meet the City’s policy for insurance
as stated in Resolution No. 91-403.
A. Coveraaes and Limits.
Contractor shall maintain the types of coverages and minimum limits
indicated herein, unless a lower amount is approved by the City Attorney or City
Manager:
1. Comprehensive General Liability Insurance. $1,000,000 combined
singlelimit per occurrence for bodily injury, personal injury and property damage. If the
submitted policies contain aggregate limits, general aggregate limits shall apply
separately to the work under this contract or the general aggregate shall be twice the
required per occurrence limit.
11
2. Automobile Liability (if the use of an automobile is involved for
contractor’s work for the City). $1,000,000 combined single-limit per accident for bodily
injury and property damage.
3. Workers’ Compensation and Employer’s Liability. Workers’
Compensation limits as required by the Labor Code of the State of California and
Employer’s Liability limits of $1,000,000 per accident for bodily injury.
4. Professional Liability. Errors and omissions liability appropriate to
the contractor’s profession, with a discovery period of not less than 12 months after
completion of work or termination of contract. $1,000,000 per occurrence.
B. Additional Provisions.
Contractor shall ensure that the policies of insurance required under this
agreement contain, or are endorsed to contain, the following provisions.
1. The City shall be named as an additional insured on all policies
excluding Workers’ Compensation.
2. The contractor shall furnish certificates of insurance to the City before
commencement of work.
3. The contractor shall obtain occurrence coverage, excluding
Professional Liability which shall be written as claims-made coverage.
4. This insurance shall be in force during the life of the agreement and
any extension thereof and shall not be canceled without 30 days prior written notice to
the City sent by certified mail.
5. If the contractor fails to maintain any of the insurance coverages
required herein, then the City will have the option to declare the contractor in breach, or
rev.7/14/95
12
may purchase replacement insurance or pay the premiums that are due on existing
policies in order that the required coverages may be maintained. The contractor is
responsible for any payments made by the City to obtain or maintain such insurance and
the City may collect the same from the contractor or deduct the amount paid from any
sums due the contractor under this agreement.
26. RESPONSIBLE PARTIES
The name of the persons who are authorized to give written notices or to receive
written notice on behalf of the City and on behalf of the Contractor in connection with the
foregoing are as follows:
For City:
For Contractor:
Title Citv Enaineer
Name Llovd 6. Hubbs, P.E.
Address 2075 Las Palmas Drive
Carlsbad. CA 92009
Title ODerations Manaaer
Name Ronald C. Thomson
Address 9555 ChesaDeake Drive Suite 101
San Dieao. CA 92123
13
27. BUSINESS LICENSE
Contractor shall obtain and maintain a City of Carlsbad Business License for the
duration of the contract.
Executed by Contractor this ZSbk day of SS LL+Y 199 c
p-
CONTRACTOR:
CITY OF CARLSBAD, a municipal
ATTEST:
Gerald J. Salontai/mm nd H. Davis (print name here)
Sr. Vice President/(kxp=,rate sq.
(title and organization of signatory) &%AiE*\
City Clerk
(Proper notarial acknowledgment of execution by Contractor must be attached.)
(President or vice-president and secretary or assistant secretary must sign for
corporations. If only one officer signs, the corporation must attach a resolution certified
by the secretary or assistant secretary under corporate seal empowering that officer to
bind the corporation.)
APPROVED AS TO FORM:
ACKNOWLEDGEMENT
STATE OF NEVADA
County of -Uq OG
a Notaq Public, ~
h+", l&5-, persoi+.ally appeared before me,
" I
~~. - ~ ~ ~~
,cnolvn (ol. lo me to be the porson(s) described in and who
that they executed the
- -
CALIFORNIA ALL-PURPOSE AChdOWLEDCEMENT
81
i STATE OF CALIF02
1 }ss. LC- 1
On A . 2 a, 9 9 5: before me, A 0 6&/l A. 5Ti9dDEJ
personally appeared ~,5ALDX-)fH/ GER/3Cr3
I P-
(ogroved to me on the basis of satisfactory evidence) to be the person(# whose name@ is/m
subscribed to the within instrument and acknowledged to me that he/ske#Rey executed the Sam1
in his/kerftkeir authorized capacitym), and that by his/wsignature(a) on the instrument thc
person(@ or the entity upon behalf of which the person@) acted, executed the instrument.
1 WITNESS my hand and official seal. w
Title of Document x 9-
Date of Document - 4 A - 2, /29 NO. of Pages68-
c
ll 81 Other signatures not acknowledged
EXHIBIT "A"
kq KLEINFELDER
Jc!;. 12, 1995
Proposal No.: 51-YP5-109
Ms. Patty Cratty
City of Carlsbad
2075 Las Palmas Drive
Carlsbad, CA 92009
Subject: Fee Schedules
Project: As-Needed Testing Services
City of Carisbad - Various Projects
Dear Ms. Cratty:
As requested we are enclosing our fee schedules for providing testing services to the City of
Carlsbad.
Fees for our personnel services will be charged on a time-and-materials basis at the rates shown
on the enclosed "Personnel Fee Schedule" #51-YP5-109.
Fees for laboratory testing services will be charged on a per unit basis at the rates shown on the
enclosed "1995 Fee Schedule For Environmental and GeotechnicaLiMateriaIs Testing Services"
LESS A 10 PERCENT DISCOUNT.
We look forward to your favorable consideration of our firm. Please call if you have any
questions or need additional information.
Sincerely,
KLEINFELDER, INC.
&--LA L"
Ronald C. Thomson
Operations Manager
RCT:sjc
SC03\62SCRP95.DOC
Copyright 1995 Kleinfelder, Inc. Page 1 of 1 51-YP5-109
KLEINFELDER 9555 Chesapeake Drive, Suite 101, San Diego, CA 92123 (6191 541-1145
_- -
KLEINFELDER
PERSONNEL FEE SCHEDULE #51-YP5-109
THE CITY OF CARLSBAD
In-Place Density Testing
Senior EngineedGeologist
Project Engineer/Geologist
Staff Engineer/Geologist
Supervisory Technician
Sample Pick-Up
Coring Equipment and Generator
Concrete, Welding, Masonry, Testing & Observation
Wordprocessing
Administrative Assistant
BASIS OF CHARGES
Up to 2 hours worked
2to 8 hours worked
Over 8 hours, Saturdays
Sundays, holidays
SC03/62SCRF'95,DOC
Copyright 1995 Kleinfelder, Inc.
$42.00/hr
$95.00/hr
$85.00/hr
$75.00/hr
$60.00/hr
$30.00/hr
$115.00/hr
$36.00/hr
$3 S.OO/hr
$35.00/hr
2 hours
Actual Hours Worked
Time and one-half
Double time
51--5-109
- - .I
KLEINFELDER
KLEINFELDER
1995 FEE SCHEDULE FOR EXVIRONMENTAL AND GEOTECHNICALMATERL4LS TESTING SERVICES
Kleinfelder is a consulting firm which provides services in geotechnical engineering, materials engineering and testing, engineering geology, hydrogeology, environmental engineering, geochemistry, industrial health and safety, mining engineering, water resources, and agricultural engineering. Since 1961. the firm has provided consulting services to industries, governmental agencies, commercial firms. developers, and other design professionals.
OFTICES AND TESTING LABORATORIES
ARIZONA
3249 East Harbour Drive Phoenix, AZ 85034 (602) 437-8433
2410 West Ruthrauff Road, Suite llOQ Tucson, A2 85705 (602) 293-6020
CALIFORNIA
Diamond Bar, CA 91765 1370 Valley Vista Drive, Suite 150
(909) 396-0335
1410 F Street Fresno, CA 93706 (209) 486-0750
Irvine. CA 92718 15375 Barranca Parkway, Suite F-104
(909) i27-4466
Industrial Testing International (TIT)
2100 Flight Line Drive a division of Kleinfelder
Lincoln, CA 95648 (916) 645-6013
Mammoth Lakes, CA 93546 123 Commerce Drive, Unit B4
(619) 934-6829 (Seasonal)
1577 West Main Street Merced, CA 95340 (209) 384-7552
981 Garcia Avenue, Suite A Pittsburg, CA 94565 (510) 427-6477
7133 Koll Center Parkway, Suite 100 Pleasanton, CA 94566 (510) 484-1700
4369 Catemillar Road Reddig, CA 96003
(916) 244-7203
11731 Steriig Avenue, Suite E
Riverside, CA 92503
(909) 688-2513
3077 Fite Cile Sacramento, CA 95827 (916) 366-1701
9555 Chesapeake Drive, Suite 101
San Diego. CA 92123 (619) 541-1145
2160 Oakland Road, Suite B San Jose, CA 95131 (408) 432-8952
101 has Valley Road, Suite 120 San Rafael, CA 94903 (415) 4726770
2240 Noahpoint Parkway Santa Rosa, CA 95407 (707) 571-1883
2825 East Myrtle SW
Stockton, CA 95205 (209) 948-1345
Suisun, CA 94585 110 Railmad Avenue, Suite E
(707) 4294070
2121 N. California Blvd, Suite 570 Corporate Headquarters
Walnut Creek, CA 94596 (510) 938-5610
IDAHO
723 1 W. Fdi Road Boise, ID 83709
(208) 376-9700
NEVADA
6850 South Paradise Road Las Vegas, NV 89119
(702) 736-2936
3189 Mill Stnet Reno, NV 89502 (702) 323-7182
OREGON
15050 S.W. Koll Parkway, Suite L Beaverton, OR 97006 (503) 644-9447
UTAH
2749 East Parley's Way, Suite 100
Salt Lake City, UT 84109 (801) 466-6769
551 Noah 1400 East, Suite 3
St. George, UT 84770 (801) 628-5231
WASHINGTON
3380 146th Place SE, Suite 100 Bellewe, WA 98007
(2%) 5264200
1 FEE95
20
" -
KLEINFELDER
BASIS OF CHARGES .
I. Listed herein are typical prices for environmental services most frequently performed by Kleinfelder.
Prices for other services provided by the firm or other environmental services not listed will he given upon request, as well as special quotations for program involving volume work.
L. The client agrees to limit the consultant's liability to the client and to all contractors and subcontractors on the project due to professional negligent acts, errors or omissions of the consultant to the sum of $50,oM) or the consultant's fee, whichever is greater.
3. Invoices will be. issued on a periodic basis, or upon completion of a project, whichever is sooner. The net cash amount of this invoice is payable on p-tation of the invoice. If not paid within 30 days after the
which is an ANNUAL PERCENTAGE RATE of 18%.
date of the invoice, the unpaid balance shall be subject to a FINANCE CHARGE of 1.5% per month,
1. A two-hour minimum charge will he made for all field services. A four-hour minimum charge will he made for any field sewices in excess of hvo hours. An eight-hour minimum charge will be made for field services in excess of four hours per day. A one-hour minimum charge per day will be made for any office services.
5. Time worked in excess of 8 hours per day and weekend work will be. charged at 1.5 times the hourly rate.
6. Per diem will be charged at a rate. of $86 per day per person or expenses plus 2096, whichever is greater. Per diem will be charged for all projects in excess of 50 miles from the nearst Kleinfelder office.
7. Outside services will include a 20% markup unless otherwise noted.
8. We are protected by Worker's Cornpensstion Insurance (and/or Employer's Liability Insurance), and by Public Liability Insurance for bodily injury and property damage, and will furnish ceaificates thereof upon request.. We assume the risk of damage to our own supplies and equipment. If your contmct or purchase order places greater responsibilities upon us or requires further insurance coverage, we, specifically directed by you, will take out additional insurance (if procurable) to protect us at your expense, hut we shall not be responsible for property damage from any cause, including fire and explosion, beyond the
amounts of coverage of our insurance.
9. All environmental samples may be rehvned to clients at Kleinfelder's discretion 30 days ab submission of final report, unless prior arrangements are made.
10. Proper disposal or handling of soil boring cuttings, well development and purge waters, dccontaminati solutions. and other contaminaWpotentially contaminated materials is the responsibility of the client.
Kleinfelder can provide containers for onsite con tainment and can advise the client regarding proper handling procedures.
On
2 FEE95
2/
KLEINFELDER
ENMRONMENTAL AND GEOTECHNICAL/MAmU TESTING SERVICES 1995 FEE SCHEDULE FOR
PROFESSIONAL STAFF RATES*
Professional .................................................................................................
Project Professional Staff Professional
Project Manager ............................................................................................ Senior Professid ......................................................................................... Senior Project Manager .................................................................................... Principal Professional ......................................................................................
Program Manager\Special Consultant Senior Principal\Expert Witness
Senior Program Manager ...................................................................................
........................................................................................... ........................................................................................
......................................................................... ....................................................................
S 75 /hour $ 90 /hour
$ 100 /hour S 110/hour
$ 120 /hour
$ 125 /hour S 135 /hour $ 200 /hour
$ 1501hour
$ 175 /hour
AD"ISTRATIVE/TECRCAL STAFF RATES
Administrative\Word Processor .......................................................................... $ 50 / hour Technician .................................................................................................... $ 45 /hour Associate Techuician\Draftspemn ....................................................................... $ 55 / hour Senior Technician .......................................................................................... $ 65 / hour Supervisory Technician .................................................................................... $ 75 /hour
Minimum Charges For Office Time Per Day ........................................................... One Hour at
Applicable Rate
* Applies to all professional rates including but not limited to civil, mechanical, chemical, electrid,
geotechnical and environmental engineem; industrial hygienists, geologists; hydrogeologists; hydrologists; and
computer specialists.
3 FEE95-ZW
.~ 72
”
KLEINFELDER .~
ENVIRONMENTAL SAMPLING AND TESTING EQUIPMENT
SOIL AND WATER Acoustic Water Level Indicator .......................................................................... S 115 I day
Air Ciulating Fan ......................................................................................... S 801 day Air Compressor (3 - 10 cfm) ............................................................................. $ 1051 day
Analog Thermometer+ ..................................................................................... $ 151 day Bailers ........................................................................................................ S 451 day Bat Prob ..Ys..:; ............................................................................................. $ 401 hour ~~~ ~ ~ ~ Bed Load Samplers Hand-Held Low Flow ................................................................................ High Flow with Suspension System and Winch .................................................. Brunton Transit* ............................................................................................
Christy Box .................................................................................................. Concrete Bags - 50 Us ..................................................................................... Conductivity, pH, and Temperature Monitor .......................................................... Conductivity-Based Water Lcvd Indicator .............................................................
Diaphragm Surface Pump .................................................................................
Disposable Bailers ........................................................................................... Distilled Water ............................................................................................... Groundwater Sampling Tmck/Trailer ...................................................................
Centrifugal Water Pump* ..................................................................................
Current MeterElow Measurement Equipment .........................................................
Digital Thennomete+ ......................................................................................
assembly, steam cleaner and water tank, water level indicator, (Complete with generotor, air wmpMsor. sample pump and reel
Hand Auger and Soil Sampler conductivity, pH and temperature monitor, bailer) 4-hour minimum
Hermit Hydrologic Monitor .............................................................................. Hydrogen Peroxide Test Kit ............................................................................... Interface Probe (oillwater) ................................................................................ Isco Composite Water Sampler Unit .................................................................... Isco Bladder .................................................................................................. Ism Flow Recorder ........................................................................................ Level or Transit and Rod .................................................................................. LineICable hter .........................................................................................
Locks.. ........................................................................................................
Lysimeter Sampling Equipment ........................................................................... Mason Jars ................................................................................................... Measuring Wheel’ .......................................................................................... Metal Detectofl ............................................................................................. Mileage, Round Trip ....................................................................................... Mylar Reproductions ....................................................................................... Peristaltic Pump ............................................................................................
Personal ComplBasic Sot? Sys ............................................................................ pH Meter+ .................................................................................................... Photo Ionization Detector ..................................................................................
Portable Air Compressor* ................................................................................. Portable Generatof ......................................................................................... Portable Generator (1.5 to 4 kw) ........................................................................ Portable Generator (greater than 4 kw) ................................................................. Power Inverter+ .............................................................................................
Pump Bladders .............................................................................................. QED Filters ..................................................................................................
Sample Transfer Vessel (filter) ............................................................................ Sampling Kit ................................................................................................. Steam Cleaner (0.5 to 2 gpm) ............................................................................ Stevens Water Level Recorder* ...........................................................................
............................................................................
Pipe Cutter and Thread& .................................................................................
Range Findefl ...............................................................................................
s SSlday s 9olday s Ulday s 151day s 951 each S 61- s 5Olday
s Wldny
s SOlday
s 80lday s 15lday s 15/& S 2.501 gallon S I5 /hour
S 651day s 52Olday S 61 hour S 60lday s 1lOlday s 25lench s 1201 day s Wlday s loolday s I/& s 35lday s 20lcpse s 151day s lSlday
s 15Iday
s Ulday
s Ulday
s 4olday s 25lday
s 9olday s 1lSlday s 2Olday
s Ulday s 2Olday s 15ldny s 1lSlday s 5Olday
S 8Slday S 151sheet
S 151 hour
S 1601 day
S 101 each S 201each
* Weekly and monthly rates available upon request.
FEE\E95-1
73 -.
.
.. .
KLEINFELDER
~*
ENVIRONMENTAL SAMPLING AND TESTING EQUIPMENT (Continued)
Storage Tanks 500 gallon ............................................................................................. 2, ooo ballon ............................................................................................ Suspended Sediment Samplers DH48 Hand-Held Low Flow ........................................................................ D49, D74 High-Flow with Suspension System and Winch .................................... Syringe Sampler ............................................................................................ Trailer-Mounted 4-inch Submersible Pump and Reel Assembly .................................... Transducer and SElOOO Recorder .......................................................................
Variable Voltage Supply* .................................................................................. Video Camera ............................................................................................... Walkie Talkie Set* .......................................................................................... Well Development Tool ...................................................................................
$ 15lday
$ 15lday
$ 55lday
$ 155lday
$ 360lday $ 2301 day
$ 8701week
$ 70lday
$ 60lday
$ 90ldpy
$ 25lday
$ 25lday
AIR AND GAS Absolute Prcsare Transducer .......................................
Barhole Punch .......................................................... Barometer ...............................................................
Calibration Gas ........................................................
Bacharach % Combustible Analyzer ..............................
Calibration Gas Regulator ............................................ Combustible Gas Analyzer ........................................... Differential Pressure Transducer .................................... Drneger Quantimeter .................................................. Draeger Tubes ......................................................... Dual Ambient Air Sampler .......................................... Field Gas Chromatograph ............................................
Fyrite C02 or 02 Indicator ..........................................
Gas Chromatograph (office) ......................................... Gas Production curve^ ............................................... Integrated Surface Sampler ........................................... Irrometer ................................................................ Kun Velocity Meter .................................................. Magnehelic Gauge ..................................................... Moisture. Meter ........................................................
02 Analyzer ............................................................ Organic Vapor Analyzer or Photoionization Detector ........... Organic Vapor Analyzer with Strip Chart Recorder .............
Pitot Tubes Orifice Plate
Slack Tube Manometer ...............................................
Sound Level Meter ....................................................
Strip Chart Recorder (single pen) ................................... Submersible Pump (3') ................................................
Test Skid ................................................................ Test Trailer ............................................................. Vibration Analyzer .....................................................
Wind Speed and Direction Indicator (one system each) Voltmeter
Nalgene Hand Pump ..................................................
............................................................ ............................................................. Portable Brailsford Pump or Equivalent ...........................
Strip Chart Recorder (dual pen) .....................................
Tedlar Air Sample Bag ...............................................
............................................................... .........
* Weekly and monthly rates available upon request .
RatJDay $25 40 20 15 8
60 8
25 120 15 each
580 65
15 . .
40
25 8
15 15 20 70 185 210 25
35
15
8 50 20 20
35 each 80
320 380
65 8 .
Ratemeek RateMonth
$ 80 $250 120 55 45 25 25 210 90 410
195 2. 320
40
.
120 25 90 45 45 60 240 560 580 75
105
45
25
60 60
.
1. 110 1. 380
25 390
.
390 135 130 65
640 75
1. 270 260
6. 400
700
120 70 each NIL 410 each NIL 390 70 260 130 130 190 690 1. 960 2. 210 260
340 130
70
190 190
.
.
3. 530 4. 190
65 1. 380
.
FEE\E9S-2
ZV:
-. KLEINFELDER
MONITORING WELL INSTALLATION MATERIALS*
Casing, Blank Schedule 40, PVC with Thrended Joints ................................................................. Casing, Blank Schedule 40, PVC with Threaded Joints 10-foot lengths
5-foot lengths .................................................................. Casing, Sc-, 0.02-inch Slots, Schedule 40 PVC with
Casings, Screens, 0.02-inch Slots, Schedule 40 PVC with Threaded Joints, 10-foot lengths ............................................
Thrended Joints, 5-foot lengths ............................................. casing, PVC Plug .................................................................. casing, PVC cap ................................................................... Sand, 100-lb bag ....................................................................
Bentonite Pellets, 50-lb bucket ................................................... Drums ................................................................................ Granulated Bentonite, 50-lb sack ................................................. Ground Pump and Controller ...................................................... CementlBentonite Slurry .......................................................... Security Tops ....................................................................... Brass Tubes ..........................................................................
* Quotations on prices for PVC well casings greater than 4-inch diameter and other materials (stainless steel, etc.) provided on request.
2-inch 4-iich
$ 7.001foot $ 15.001fwt
$ 8.001foot $ 20.001foot
$ 8.001foot $ 20.001foot
$ 9.00lfoot $ 30.001foot
$ 8.00 each $ 25.00ench
$ 15.00 each $ 35.00each $ 30.001bag $115.00 I bucket
$ 55.00 each
$ 50.00 I sack
$135.00 I cubic yord $230.00 each $ 8.00each
$105.00 I day
HEALTH AND SAFETY EQUIPMENT
Portable Personnel Decontamination Trailer ................................... Personnel Air Sampling Pump ................................................... Borehole Ventilation System ...................................................... Level B Protectiona ................................................................ Level c Protectiona ................................................................ Level D Protectiona ................................................................ Limited Level D Protectiona .....................................................
a Charges for each protection level are based on dry work conditions and use of uncoated PVUnitriIelneopreae gloves.' A nominal charge for wet work conditions requiring coated or special chemical resistant coveralls (i.e., Saranex) and gloves (i.e., Viton) may be added.
$UOIday $ 901day $190 I dav
$250 I dai I person $160 I day I person $NIC SNIC
SPECIAL MEDICAL SURVEILLANCE COSTS
Baseline physical costs are covered by the company; however, project-specific medical tests will be charged at
cost, plus 20 96.
FEE\E95-3
AT
KLEINFELDER
OTHER EQUIF'MENT CHARGES
GEOPRYSICAL EXPLORATION EQUIPMENT Seismograph, Single channel Bison Model 1570C or Nimbus
Resistivity Meter, Bison Model a390 Seismograph, Twelve Channel Nimbus Model ESl210F Model ES-125 ......................................................................................... ........................................... .................................................................. Soil Test Model R-4OC ............................................................................... Megger Earth Tester .................................................................................. Magnetometer, Portable ProtonGeometrics Model 6816 ............................................
Terrain Conductivity Meter
Downhole Shear Wave Velocity Measuremt Geonics Model EM 3 1
Blast and Vibration Monitor, VM-100 (Normal set up and takedown) ............................. Slope Indicator (4-hour minimum) ....................................................................... Pneumatic Piezometer Indicator Sinw Model 51411-A ................................................................................. Sealed Double Ring Infiltmmeter Test Equipment .........................................................................................
Electromagnetics ............................................................................................
................................................................................ .........................................................
VEHICLES Vehicle. 2 Wheel Drive ................................................................................... ~~~~~ Vehicle, 4 Wheel Drive Mileage, 2 Wheel Drive ................................................................................... Mileage, 4 Wheel Drive ................................................................................... Vehicle Equipped with Standard Field Testing Equipment ........................................... Vehicle Equipped with Nuclear Density Testing Equipment ......................................... Vehicle Equipped with Ultrasonic, Magnetic Particle,
Utility Trailer Hydraulic Hand Lift .......................................................................................
OFFICE EQUIPMENT Microcomputer, basic software systems and supporting hardware .................................. Mainframe Computer Time-Sharing (per CPU minute) ............................................... Camera and Film ............................................................................................
Disk Storage (per megabyte) Computer Connect Time
Environmental Information Management System Software Surcharge .............................. Project Management and CPM Software. Surcharge ..................................................
.~ ~~~~~~ ...................................................................................
.............................................................. and Dye Penetrant Testing Equipment ...............................................................................................
................................................................................... ..............................................................................
Reproduction ................................................................................................
Facsimile Copies
Large Format Drawing Copies, 20-lb Bond ............................................................ Large Format Drawing Copies, Erasable Vellum .....................................................
Large Format Drawing Copies, Precision Trim ....................................................... Autocad Drafting, Hardware and Software ............................................................. Autocad Drawing Plots .................................................................................... Video Camera ................................................................................................
. ........................................................................................... Report Surcharge ...........................................................................................
$ 18Olday
$ 470 I day
$ 155 /day
$ 1Zlday
$ l00Iday
$ ZlOlday
$ 19Olday
$ 18Olday
On Request $ 38Olday
$ 451hour
$ 17Olday
on Request
$ 8lhour
$ 151hour $ SO lmile
$ 1.00 Idle $ 15.00 I hour
$ 20.00 I hour
$ 20.001hour
$ 35Iday $ 3Olday
$ 2OIhour
$ 8lmiDute
$ 2Olweek
$ 7 Ihour
$ 701month
$ 15 lhour
$ 15 lhour $ 0.501page
$ 0.501minute
$ 2.50 I page
$ 2.50 I sq ft
$ 3.501sqft
$ 1.50cach $ 30 lhour
$ 1.501minute
$ 58 I copy
$ 35 lmpy
-
-r
-
KLEINFELDER
"
GEOTECHNICALMATERIAIS TESTING EQUIPMENT CHARGES
MATERIALS TESTING EQUIPMENT
Torque Wrench $ 40.00 I day Skidmore Wilhelm Bolt Tension Calibrator $ 40.00 I day
Schmidt Hammer ............................................................................................ $ 65.00 I day R Meter (Pachometer) ...................................................................................... $ 65.00 I day Windsor Probe. ............................................................................................... $ 20.00 I shot Anchor Bolt Testing Device ............................................................................... $ 130.00 I day
Thin Lift Nuclear Asphalt Gauge $ 70.00 I day Concrete Vapor Transmission Test-Floors & Slabs-RMA $ 53.00 I test
Nuclear Asphalt Content Gauge ........................................................................... $ 70.00 I day Coring Machine with Generator .......................................................................... $ 140.00 I day
Diamond Bit Core Barrel Charge Asphalt Concrete or Masonry 2' Diameter ......................................... $ 6.00 I inch .................................. $ 4.50 I inch
3' Diameter ......................................... $ 7.00 I inch .................................. $ 6.00 I inch
4" Diameter ......................................... $ 9.00 I inch .................................. $ 8.00 I inch 6" Diameter ......................................... $15.00 I inch ................................... $ 15.00 I inch
8" Diameter ......................................... $15.00 I inch ................................... $ 15.00 I inch
............................................................. ..............................................................................................
............................................ .........................................................................
Minimum bit charged" per core
SOIL AND AGGREGATE TESTS
COMPACTION CURVES Standard 4' Mold ...................................................................... D-698 Method A Standard 6" Mold .............................................................. D-698 Method B. C, D Modified, 4' Mold ................................................................... D-1557 Method A Modified, 6" Mold ........................................................... D-1557 Method B. C, D California Impact ................................................................................ CAL-216 Check Point
Relative Density (Maximum and Minimum) ....................................... D4253 & 4254
SOIL AND AGGREGATE STABILITY R-value, Untreated Material or field Sample ............................................... CAL-301 R-value, Cement, Lime or other Additives, Laboratory Mixed or
Repmportioned Samples .................................................................. CAL-301 Correction for oversized material in sample ................................................ CAL-301
C.B.R. Other Compaction Effort ............................................................... D-1883 Soil Cement, C.T.B., Mix Design .......................................................................
Lime-Treated Compression Test (Includes Preparation) CAL-373 C.T.B. Compression Test, (Includes Preparation) D-1633, CAL-312
Cement-Treated Compression Test ..................... 1 ............................ PCA EB052.06S
BASIC SOIL AND AGGREGATE FR0PER"E-S Sieve Analysis, Coarse and Fine Including Wash .............................................. C-136 Sieve Analysis, Coarse (Retained on No. 4 Sieve) ............................................. C-136 Sieve Analysis, Fine Including Wash (Passing No. 4 Sieve) ................................. C-136
Sieve Analysis, Wash (5% Finer than No. 200 Sieve) .......................................... C-117 Hydrometer (Without Sieve Analysis) ........................................................... D-422 Hydrometer (Including Sieve Analysis) .......................................................... D-422 Specific Gravity .................................................................. C-127, C-128. D-854 Sand Equivalent, Average of 3 ................................................................ CAL-217
Plasticity Index D-4318 Sand Equivalent, One Point Method
Liquid Limit ....................................................................................... D-4318 Swell Test ............................................................................. FHA Specification Swell Pressure, Per Point .................................................................................. Chemical Expansion Test ..................................................................................
.................................................................................................. UBC TJBC 70-1 ..............................................................................................
C.B.R. 100% Compaction .............................. : ............................... D-1883, T-180
.............................. .................................. Check Point ...................................................................................... CAL-373
..................................................................... ....................................................................................
$ 160 each
$ 155 each
$ 16Oeach
$ 180 each
$ 180 each $ 9oeach
$ 155 each
$ 26Oeach
$ 210 each
$ 25Oeach
$ 65 each
$ 490each
$ 640each
On Request
$ 760 each
$ 760 each
$ 210 each
$ 500each
$ 105 each $ 65each
$ 95each $ 65each
$ 125each
$ 185 each
$ 85 each $ 75each
$ 70each
$ 125each
$ 85each
$ 140each
$ 80 each
$ 85 each
FEE\G95-1
2 '7 i'
- - -7
KLEINFELDER _.
Moisture Determination and Unit Weight ............................... D-2216, D-2937, D-4643 $ 35 each Moisture Determination Only ........................................................ D-2216, D-4643 $ 20 each Resistivity of Soil (Laboratory Measurement) ..................................... CAL-532 or 643 $ 105 each
pH Test (Laboratory Measurement) ......................................................... EPA-9045 $ 45 each pH Test, Lime Treated Soils ...................................................................... C-977 $ 95 each Organic Content-Soils ........................................................................... D-297.4 $ 80 each Pinhole Test for Dispersive Soils ............................................................... D-4647 $ 170 each
HYDRAULIC CONDUCTIVITY Flexible Wall, Constant Head ............................................................................. $ 410 each Flexible Wall, Falling Head ............................................... D-5084, EM 1110-2-1906 $ 410 each Rigid Wall Permeability of Undisturbed Sample ....................................................... $ 270 each
SAhlPLE PREPARATION Trimming ..................................................................................................... $ 45 each Remolding .................................................................................................... $ 60 each
Mixing and Processing $ 70 I hour Splitting $ 47 each
SHEAR SlRENGTFI AND CONSOLIDATION TESTS Unconfined Compdon, Including Moirmre Content
Triaxial Compression Test
....................................................................................................... .....................................................................................
and Unit Weight .............................................................................. D-2166 $ 90 each
Quick Per Point ........................................................................................ $ 115 / point W Saturated ................................................................................. D-2850 $ 190 I point CD Saturated ..................................................................... EM-1110-2-1906 $ 290 /point CU Saturated ................................................................................. D-4767 $ 230 / point CU Saturated with Pore WatcrP nssure D-4767 $ 330 I point .................................................. Direct Shear (Quick) Per Point D-3080 $ 95 each
Direct Shear (Residual) Per Point ........................................................................ $ 145 / point Consolidation, With Two Time Rates ................................................................... $ 410 each Constant Rate of Strain Consolidation, W~th Time Rate .................................... D-4186 $ 500/ test Consolidation. Without Time Rate, Six Load Increments .................................. D-2435 $ 290I test
Note: Special testing procedures that deviate fmm standard will be charged on a time and Collapse Potential $ 90 each
.................................................................. Direct Shear (3 point staged test) ......................................................................... $ 280 each
...........................................................................................
expense basis.
AGGREGATE QUALlTY Injurious Organic Matter ............................................................................. C-40 Absorption, Gravel .................................................................................. C-127 Absorption, Sand ............................................................... : .................... C-128
Unit Weight (Average of 3) ........................................................................ .C-29 Los Angeles Rattler Test-500 Revolutions ......................................... CAL-211, C-131 Los Angeles Mer Test-1,ooO Revolutions ....................................... CAL-211, C-535
Mortar Making Properties of Sand (2 ages) CAL-515, C-87 Sulfate Soundness (5 Cycles) Per Sieve Si CAL-214, C-88
Potential Reactivity Test ........................................................................... C-289 Cleanness Test (Referee Test) ................................................................. CAL-227
Flat and Elongated Particles on Sieved Sample D491, CE-119, CE-120 Crushed Particles on Sieved Sample CAL-205, D-693
Clay Lumps and Friable Particles ................................................................ C-142 Lightweight Pieces in Aggregate ................................................................. C-123 Durability Index-Coarse or Fine ................................................... CAL-229, D-3744
........................................ .........................................
................................................ .........................
$ 50each
$ 5Oeach
$ 5Oeach
$ 55each
$ 851set $ 135 each
$ 175 each
$ 85each
$ 340each
On Request $ 160 each
$ 115each
$ 115each
$ 9Oeach
$ 125each
$ 155 each
FEE\G95-2
2. /2
-. KLElNFELDER _.
CONCRETE
Concrete Mix Design Review ............................................................................. Laboratory Trial Batch, In-.luding Compression Testing of Six Specimens ........................ Concrete Cytinde, Cured andlor Compression Tested ........................................... C-39 Compression Test, Lightweight Insulating Concrete .......................................... C-495 Unit Weight of Concrete Cylinders .............................................................. C-138 Flexural Strength, Concrete Beam ........................................................ C-78. C-293 Air Content of Freshly Mixed Concrete ......................................................... C-231
Compression Test, Gunite ................................................................................. Compression Test on Cored Specimens (Includes End Preparation) ........................ ..C-42 Cylinder Molds .............................................................................................. Drying Shrinkage Test, set of 3 ..................................................... .C-l57. CAI-530 Modulus of Elasticity of 6" x 12' Concrete Cylinder ......................................... C-469 Splitting Tensile Strength .......................................................................... C-496
Moisture Vapor Transmission Test Cement Content of Hardened Concrete ..C-85
Density of Spray Applied Firepmfmg .......................................................... E405 Unit Weight of Lightweight Concrete ........................................................... C-567 Concrete Permeabrllty ........................................................................ CRD-C-48
.......................................................... .......................................................................
..
Mortar Bar Expansion .............................................................................. C-227
MASONRY
Grout or Mortar Specimen
Cured andlor Compression Tested ................... C-579, C-1019, C-780, C-942, C-109 Compression Test, Masonry Units ................................................................ C140
Compression Test, 8 x 8 x 16 Prisms or smaller ................................ UBC 24-26, E 447
Compression Test, 10 x 8 x 16 Prisms or smaller .............................. UBC 24-26, E 447 Compression Test, 12 x 8 x 16 Prisms or smaller .............................. UBC 24-26, E 447 Lineal Shrinkage, Masonry Units .................................................. C-426, or Title 21
Modulus of Rupture, Brick ..C-67 Compression Strength, Brick .C-67
Absorption Test, Brick, 5-Hour with Coefficient ................................................ C-67 Shear Test on Masonry or Brick Cores ...................................................... CAL-644 Grout or Mortar Mold ......................................................................................
....................................................................... ........................................................................
Breaking Load, Roof Tile .................................................................... UBC 32-12 Absorption, Roof Tile ........................................................................ UBC 32-12
ASPHALT
Specification Tests-AR Grades ............................................................................ -Liquid Asphalt Grades ...............................................................................
Other Asphalt Tests -Emulsions
Centrifuge Kerosene Equivalent .............................................................. CAL-303 Extraction, % Bitumen ............................................... D-1856, D-2172, or CAL-310 Film Stripping ................................................................................... CAL-302
Stabilometer Test on Premixed Sample ...................................................... CAL-366
.............................................................................................. .........................................................................................
Stabilometer Test and Mixing of Sample .................................................... CAL-366
Moisture Vapor Susceptibility, in Addition to Stabilometer ............................. CAL-307 Complete Design of Wearing Surface for a Given Asphalt
Marshall Stability and Flow-Set of 3 (Without Mixing) D-1559 Marsball Stability and Flow-Set of 3 (Lab Mixed) .......................................... D-1559 Moisture Content (Xylene Reflux Method) ................................................... D-1461 Maximum Density of Mix by Marshall Mcthod, Set of 3 (Without Mixing) ...................... Maximum Theoretical Specific Gravity (Rice Method) ..................................... D-2041 Index of Retained Strength ............................................................ D-1074, D-1075
Index of Retained Strength ................................................... US Army Corps hletbod
....................................................... and Aggregate, Hveem or Marshall Method ....................................
$ 170 each
$ 420 each
$ 20each $ 40 each S 45each $ 85each S Beach S 45 each $ 8Oeach
$ 2.50 each S 4OOeach S 200each $ 65 each
On Requwt
$ 55each
$ 60 each $ 60each
$ 1110 each
$ 1110 each
S 35each $ 70each
S 80 each $ 90 each S 100 each
$ 125each $ 50 each
$ 55 each
$ 70each S 8Oeach S 2.50 each
$ 35each
$ 60each
On Request
On Request
On Request
$ 19oeach On Request
S 120 each $ 95each
$ 175 each S 105 each
$ 100each S 200each
On Request
$ 2801set
$ 3601set
$ 185 each
$ 165 lset S 95each S 820 each S 560 each
FEE\G95-3
27
*. -
KLEINFELDER
METALS
Tensile, Up to 0.5 sq. in. Cross Sectional Area ........................................................
0.5 $9. in. to 1.8 sq. in. .............................................................................. ............................................................................... .................................................................................................... Bend Only
Tensile and Bend, 0.5 sq. in. to 1.8 sq. in.
Tensile and Bend, Greater than 1.8 sq. in. ..............................................................
Greater than 1.8 sq. in.
Tensile and Bend, Up to 0.5 sq. in. Cross Sectional Area ...................................... .............................................................
Pre-Stress Strands, Tensile and Elongation ..................................................... A416 Pre-Stress Wire, Tensile and Elongation ........................................................ A421
Bolts, Nuts & Washers, Hardness, &Load Tests ......................................................
1 Does not include machining costs, if required.
Machining Costs ............................................................................................. Weight of Coating (Set of 3) ....................................................................... A-90
WELDING QUALIFTCATIONS-S"JJ&UCTURAL STEEL (px-xYsIcAL TEST METHOD-ASME. AWS, MI, TITLE 21)
Operator Performance and Procedure Tests ............................................................. Machining and Material Costs ............................................................................ Laboratory Testing: ................................................... Guided Bend Test, face or mot Side Bend Test.. ........................................................................................ Free Bend Test ......................................................................................... Tensile Test (reduced section) ....................................................................... Macroetch Test ......................................................................................... Fracture Test ............................................................................................ T Bend Test ............................................................................................. Notch Test .............................................................................................. Fusion Qualification Test on High Pressure Polyethylene Pipe ...................................... Qualification tests also available by X-ray procedures ................................................
ROOFING TESTS
Standard Quantitative Analysis ............................................................................
Standard Quantitative Analysis With Gravel
Quantitative Analysis ............................................................................. D-2829 Quantitative Analysis (New Roofs) ............................................................. D-3617 Unit Weight of Surfacing .................................................................................. Unit Weight of Sample .....................................................................................
Diagram of Sample .......................................................... ............................... Void Analysis ................................................................................................ Ply Type Identification ..................................................................................... Mat Type Identification .................................................................................... Bitumen Sample Recovery ................................................................................. Bitumen Type Identification (Softening Point) ......................................................... Compliance Report .......................................................................................... Technical Photograph .......................................................................................
Roof Moisture Survey ......................................................................................
Weight of Bitumen, Ply Structure Diagram
Includes Weight of Gravel ............................................................
$ 60each'
$ 70each*
On Request
$ 30each
$ 70each
$ 80 each
On Request
On Request At Cost + 20% $ 1051set
On Request
On Request
On Request
On Request
$ 4Ocach s 4Oeach
$ @each $ 70each
$ 55 each
$ 45 each
$ 60each
$ 50 each On Request On Request
$ 135 each
$ 14Oeach
$ 210 each $ 135 each $ 70each
$ 70each
$ 70cach $ 70each
$ 50 cach
$ 50 each
$ 50each
$ 125each On Request On Request
On Request
FEEiG954
:I