HomeMy WebLinkAboutContracts & Agreements_67-2010_CCv0001.pdf AGREEMENT TO PERFORM GEOTECHNICAL SERVICES
FOR THE CITY OF REDLANDS HIGHLINE WATER REPLACEMENT PROJECT,
PHASE 11
This agreement for the provision of geotechnical services for the City of Redlands Highline
water replacement project,phase 11 ("Agreement")is made and entered into this �--s"A day of May,
2010("Effective Date"),by and between the City of Redlands,a municipal corporation("City")and
Converse Consultants.("Consultant"). City and Consultant are sometimes individually referred to
herein as a"Party"and,together,as the"Parties." In consideration of the mutual promises contained
herein, City and Consultant agree as follows:
ARTICLE 1,- ENGAGEMENT OF CONSULTANT
1.1 City hereby engages Consultant to perform geotechnical services for City's Highline water
replacement project, phase 11 (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
1.1 � assist
City shall make available to Consultant information in its possession that may
Consultant in performing the Services.
1.2 City designates Mr. Bassam Alzammar as the City's representative with respect to
performance of the Services, and such person shall have the authority to transmit
instructions, receive information, interpret and define City's policies and decisions with
respect to Consultant's 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
I
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
Dollars ($13,380). City shall pay
Three Hundred Eighty D
amount of Thirteen Thousand
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:
Citv Consultant
Bassam Alzammar Hashmi S.E. Quazi
Municipal Utilities and Engineering Dept. Converse Consultants
City of Redlands 10391 Corporate Drive
35 Cajon Street, Suite 15A Redlands, CA 92374
PO Box 3005 (mailing)
In
Redlands, CA 92373
When so addressed, such notices shall be deemed given upon ao
eposit in the United States Mail.
Changes may be made in the names and addresses of the person 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.
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, and shall execute and return to City, prior to
commencement of any Services,the "Workers* Compensation Insurance Certification,"
which is attached hereto as Exhibit`'E" 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 damageomission or failure to act
to property occasioned be
oney and negligent act,
I
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
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
3
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, or affected by, 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;
Z�
(ii)the issuance, denial, suspension or revocation of permits, licenses,
applications, certifications, approvals, orders or similar authorizations or entitlements;
(iii) authorizing City to enter into, modify or renew a contract;
(iv)granting City approval to a contract that requires City approval and to which
City is a party, or to the specifications for such a contract;
(v) granting City approval to a plan, design, report, study or similar item;
(vi)adopting, or granting City approval of, policies, standards or guidelines for
City or for any subdivision thereof.
B. Does not serve in a staff capacity with City and in that capacity, participate in
making a governmental decision or otherwise perform the same or substantially the same
duties for City that would otherwise be performed by an individual holding a position
specified in City's Conflict of Interest Code under Government Code section 87302.
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
4
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
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 Severabilitv. If one or more of the sentences, clauses, paragraphs or sections contained in
this Agreement is declared invalid, void or unenforceable by a court of competent
jurisdiction,the same shall be deemed severable from the remainder of this Agreement
and shall not affect, impair or invalidate the remaining sentences, clauses, paragraphs or
sections contained herein, unless to do so would deprive a Party of a material benefit of
its bargain under this Agreement.
6
IN WITNESS WHEREOF, duly authorized representatives of the City and Consultant have
signed in confirmation of this Agreement.
CITY OF REDLANDS CONVERSE CONSULTANTS.
By:
„� By: _..
'�
Tina Kundig, Finance Director ,_ Hashmi S.E. Quazi
Attest:
�4City Clerk
7
EXHIBIT "A"
SCOPE OF SERVICES
Task 1: Field Services
Our field services will likely include the following:
• Conduct in-place density tests of compacted trench backfill. It is estimated that thirty
(30) visits will be required for the project duration
• Transport soils samples from the site to our laboratory
Task II: Laboratory Testing
• Determine maximum dry density and optimum moisture content for soils and aggregate
base
Task III: Report Preparation
We will prepare a letter report which will include the following:
• A table with field density test results
• Laboratory test results
A
EXHIBIT "B"
PROJECT SCHEDULE
The schedule for density testing of compacted trench backfill will follow the construction
schedule.
The project should be complete within 150 calendar days of City's issuance of a written
"notice to proceed" to consultant.
EXHIBIT "C"
PROJECT COSTS
Field
Service Unit Total Units Unit Rate Total
Sample pick-up and delivery Hr 10 $50 $500.00
Conduct in-piace,density testing of compacted trench Hr 120 $70 $8,400.00
backfill (30 visits @ 4 hrs/visit)
Total $8,900.00
Laborato
Type of Test Unit Total Units Unit Rate Total
Maximum density test on soils Sample 6 $110 $660.00
Maximum density test on aggregate base Sample 2 $110 $220.00
Marshall Density Sample 2 $150 $300,00
Extraction and Gradation Sample 2 $150 $300.00
Total $1,480.00
Office
Total
Service Unit I Units Unit Rate Total
B
Project Manager Hr 10 $100 $1,000,00
Support staff(data processing, co-ordination, etc) Hr 10 $50 $500,00
Prepare field density test results report SuLump 1 $1,500 $1,500,00
m
Total $3,000.00
COST SUMMARY
Field----------------------------------------------------------------------------------------------$8,900.00
Laboratory---------------------------------------------------------------------------------------$1,480.00
Office-----------------------—---------------------------------------------------------------------$3,000.00
TOTAL--------------------------------------------------------------------------------------------$13,380.00
CONDITIONS
Our fees are based on the following assumptions:
• Normal working schedule is eight hours per day. Work over 40 hours weekly will be charged at 1.5 times
the regular hourly rate. Weekends and holidays will also be charged at 1.5 times the regular hourly rate.
• For time in excess of four hours and less than eight hours, we will charge to the nearest corresponding
hour above four working hours.
• Our services will be performed on a time-and-materials basis in accordance with the rates presented in
the cost tables and our Schedule of Fees, copies of which are attached and form a part of this proposal.
• For on-call services, only test results will be provided. No verification report will be provided to
indicate that the project was completed in substantial compliance with the plan and specification.
• It is understood by both contracting parties that this is a prevailing wage project as defined in
Labor Code Sections 1770-1780.
• Our field representative will not direct, supervise, or lay out the work of the contractor. Our services will
not include a review or evaluation of the contractor's safety measures on or near the project.
• Any meetings and/or consultation(s) requested by the client will also be charged in accordance with the
attached Schedules of Fees.
• We require 24 hours advance notice for our services. We will make every attempt to accommodate
requests on shorter notices.
C
ffff
EXHIBIT DT-%
RATE SCHEDULE
CONVERSE CONSULTANTS
Prevailing Wage Schedule of Fees
Personnel
Introduction
It is the objective of Converse Consultants to provide its clients with quality professional and technical services and a continuing source of
professional advice and opinions. Services will be performed in a manner consistent with that level of care and skill ordinarily exercised
by members of the profession currently practicing in the same locality under similar conditions.This fee schedule is valid through January
31,2011.
Hourly Charges for Personnel
Staff assignments will depend on personnel availability,job complexity,project site location and experience level required to satisfy the
technical requirements of the project and to meet the prevailing standard of professional care.
Field Technical Services
Construction Inspector—ACl/1CBO and/or AWS/CWI certified(concrete,post-tension,masonry,structural steel,
fireproofing,includes concrete batch plant and local steel fabrication inspections)$78
DSA Masonry Inspector81
Non-Destructive Testing Inspector(ultrasonic,magnetic particle,dye penetrant,skidmore,pull testing,torque
testing, 85
Schmidt hammer,and pachometer)
Soils Technician(soil,base,asphalt concrete,and moisture emission testing) 70
Sample Pick-up50
Professional Services(Field and Office)
Staff Professional$80
Senior Staff Professional85
Project Professional 105
Project Manager100
Senior ProfessionaI135
Principal Professional160
Laboratory Testing
Laboratory Technician$65
(Unit prices for routine tests quoted upon request;see Geotechnical Laboratory Testing and Materials Testing Services
Schedules of Fees)
Office Support
ClericalfWord Processing$50
Drafting65
CAD Operator/Drafting Manager70
Overtime and special shift rates for Field Technical Services personnel are determined in accordance with Prevailing Wage law.Travel
time to and from the job site will be charged at the hourly rates for the appropriate personnel.
Expenses
1. Exploration expenses(drilling,trenching,etc.)are charged at cost plus fifteen percent.
2. Travel and subsistence expenses(transportation,room and board,etc.)for individuals on projects requiring travel and/or living
away from a principal office are charged at cost plus fifteen percent.
3. Automobile and truck expenses are charged at cost plus fifteen percent(rentals)or at a rate of fifty-five cents per mile for
company-owned vehicles traveling between principal office and project.
4. Other out-of-pocket direct project expenses(aerial photos,long-distance telephone calls, permits, bonds, outside printing
services,tests,etc.)are charged at cost plus fifteen percent.
Invoices
1. Invoices will be submitted to the Client on a monthly basis,and a final bill will be submitted upon completion of services,
2. Payment is due upon presentation of invoice and is past-due thirty days from invoice
date. In the event Client fails to make any payment to Converse when due., Converse may
D-I
immediatetvoease work hereunder��| �� p�mer� ndbu�mb��umeatde
'
rate ufeighteen percent per annum /hut not��occdin�the maximum allowed bvlaw)
from
the due date.
has been received. Further, Converse may at its sole option and discretion
refuse to perform any further work irrespective of payment from Client in the event Client
fails to pay Converse for services when said puyoocotS are due.
u. Client shall pay attorneys'fees or other costs incurred in collecting any delinquent amount.
General Conditions
The terms ond—rnwoinnsmrmeconwaneGonera/CnndiVincorporated �mxinfull. Kocopy
of the General Conditions does not accompany this fee schedule,Client should request a copy from this office.
CONVERSE CONSULTANTS
Schedule of Fees
Geotechnical Laboratory Testing
Compensation for laboratory testing services will be made in accordance with this fee schedule, Costs of tests not on this
schedule will be by quota and/or in accordance with our current hourly fee schedule. The rates are based on non-
contaminated soil
on'oon(aminatedsoi| A surcharge will be charged for handling contaminated material,which will be determined based on the
project.
IDENTIFICATION AND INDEX PROPERTIES TESTS
Visual Classification,ASTM D24OO'. ..... ---'' -----O.00
Engineering Classification,ASTM D2407 .... ......--- ...15�OO
Moisture Content
• Moisture Content&Dry(Bu|k)Density,
ASTM D221O&D2S57... ....... ........ .....----..... 15.DO
= Moisture Content,ASTM D221G— ....... .... ...... .....10-00
Shrinkage Lknb ASTM D427 ... .......— .......----.....85.00
Atterberg Limits,ASTM D4018
O000
" Gevem|p�Na--------------------
_____........ ... __-- ...... 40.00
Particle Size Analysis,ASTM D422
• Fine Sieve(From+#2OOto#4)... ...... ---...........-8&OO
° Coarse Sieve(From+#2OUto 3in)...---- ..... .....0IOO
• Hydrometer ....... ....... ....._ ...... ........ _—.............85�00
Percent Passing#2QOSieve,ASTM DI 14O.......... ...........45�00
Specific GravitynlOO
• Coarse(retained on#4 sieve),ASTM C127----'7lOO
Sand Equivalent Tea .....75.00
Double Hydrometer Dispersion,ABTM D4221-- 150�00
COMPACTION AND BEARING STRENGTH
Standard Proctor Compaction,ASTM [08OurASTM D1557' 1
• Method Aor8—..... — ...... ...... -----.......... �11O.OD
• Method C(6-inch } -------- 11O-OO
California Impact Method(Caltrans 216)... ........ -- ....200.O0
R-value.ASTM D2544—........ ......-----_----....24OOO
California Bearing Ratio(CBR),ASTM D1883
" -------------------'125�QO
� J25OO
Relative Density
° 0,1 cubic foot mold........ ..... ....... ...... ........ ... —2O0-0D
" 0.5 cubic foot mold................... .......--- ........--3OU00
SHEAR STRENGTH
Torvane/Pocket Penetrometer..... — .....----- ....... —2Q,O0
Direct Shear(per point)
• Quick Test. ... .... ........ ......--- .............. ---O&OO
° Consolidated-Dmined(granular soil)
ASTM D388O—.........— ...___........-- ......... .......14U.00
• Consnidsted-DrainedmnegrainedsoU\
ASTM D3D8O-- ....... ......... ... ......... ..... ...... ...2UQ,OO
" Cnnnoidoted-Undmined(finegrained)------12U.0O
��0]
° Cycle.....................................
° Remolded Specimens, perspechnen--------.45.00
STATIC UNIAXIAL AND TRIAXIAL STRENGTH TESTS
POI
Unconfined Compression,8STM2l5G—.—.— .......��75.Un
Unc000n|idu�d-Undeined.ASTM D2850------'11V.O0
Conuoidated—Undrained ... — ....................
7OD,OU
Consolidated—Drained(per poinV—...---- .......— ...7OOOU
With Pore Pressure Measurement,per load--- ......._1@IOO
Remolded Specimens,per sped -------
men ---'45,00
CONSOLIDATION AND SWELL COLLAPSE TESTS
8Load Increments .......... ...... ....—.... ........ — ..... ......180�00
Additional load increment...--- .... — .... ..... ... --.....3&UO
Time-Ratio, per load increment-------------'mIO0
Single 60.00Pointtest) ---------
Single
° Ring Sample, Field Mostuna—...... ................---'6iOO
• Ring Sample,Air Dhed— ........ -- ... ... ... ---'05�DO
Remolded ---------45�00
Expansion Index Test, UBC 28-264GTMD4O29... ...... .....0lOO
HYDRAULIC CONDUCTIVITY TESTS
Constant Head,ASTM D2484.... .........--------'25O�OO
Falling Head Flexible Wall,ASTM D5OO4— .......---'JOOOO
Triaxial Permeability, EPA S4OU------------'35OOO
Remolded Specimen, per specimen......-- ...... ...... —.5O,OO
CHEMICAL TESTS
Co'maivresistivity,sulfates,ch|oddea)---- _150.O0
Organic Content,ASTM D2974..... -------- .....—'V5.OU
assumption that 22-inch-diameter(2.416-inch inside diameter)brass ring samples will be provided to the geotechnical laboratory for testing. Remolded
specimens will be compacted in standard 2,5-inch outside diameter brass rings for direct shear.consolidation and expansion pressure tests. All fees
presented in this schedule are based on the assumption that the client will deliver samples to our laboratory at no additional cost to Converse.
invoices will be issued monthly and are payable on receipt unless otherwise agreed upon. Interest of 1.5%per month(but not exceeding the maximum
allowed by law)will be payable on any amount not paid within thirty days;payment thereafter to be applied first to accrued interest and then to the principle
unpaid amount, The Client shall pay any afforneye fees or other costs incurred in collecting any delinquent amounts,
CONVERSE CONSULTANTS
Schedule of Fees
Materials Testing Services
Compensation for laboratory testing serviceswill babased unrates maccordance with this schedule. Costs oftests not onthis
schedule will be by quote and/or in accordance with our current hourly fee schedule. Our services will beperformed inaccordance
with the General Conditions. This fee schedule|svalid through January D1.cO11.
AGGREGATES
Moisture Content(ASTM 000/s)...— .........____.................$10-oO
Particle Size Analysis
= Coarse(ASTM C136).eaoh—...... --- ........................oo�UO
" Coarse and fine(ASTM C1as& 137).each ........ ........14I00
• Specific Gravity&Absorption
" Coors*Aggregate(ASTM C1m1 -------'0Ioo
° Fine Aggregate 128) ...___..............___....... 8O.0O
" Unit weight cubic foot(ASTM C29 -------'soOO
• Soundness-Sodium or Magnesium(ASTM CB8 ,each-20U.0V
• Potential Alkali Reactivity(ASTM o2oe — .... ......--....oo000
• Freeze Thaw Soundness .....___.... ....... ... ..............175zm
• be Angeles Abrasion, class(ASTM C131,Csas 210D0
° Lightweight Particles(ASTM C/23).each............ ---,"."°
" Clay Lumps and Friable Particles(ASTM C11o\each'1O0�U0
" Stripping test(ASTM D18G^ .ewcx— ......... ----- ...oo.mn
° Organic impurities KAGTIM C40). _........ ......... .......60{0
• oumb&ity ...------------ ...... ....... ...... —eyQuote
CONCRETE TESTS
Laboratory Trial Batch(ASTM[xm2)—......---- .........eyQuote
Laboratory Mix Design,historical data ..... ---- ... —eyQuote
Compression Test,6"x1o^cylinder(ASTM Cag),each .......2a0u
Light Weight Concrete
" Cnmpremoion—....------- ....... ....... -------zs.00
• Unit Weight ....— ....... ...... -- ..... ...........--........ ....ca0o
Specimen preparation,trimming or coring,each45.00
Bond Strength(ASTM C321)
Length Change(3 bars,5 readings each,
Field Concrete Control(sampling,slump,temperature,
cast 4 cylinders,molds,cylinder pick-up,within
10 mi.of office,stand-by extra)
ASTM/UBC,hourly rate schedule,or each Cylinder....._70.00
Field Concrete Control(same as above plus
air content test)ASTM8U8C.hourly rate
Cylinder
__________________-------�r�O
'-- ~ Mnldoenmjob site but not casted byConverse o,returned ooConverse 5.00
MASONRY(ASTM C140,E447,UBC STANDARD 24-22)
Moisture Content,aoreceived,eeoh—........ ---....... 2I00
Absorption,each..........................—.........— ............ --- ...5O.0U
eeo: ---------------_40�O
Compression,Shrinkage(ASTM[42D\each....... --.............. ............... "gO�0O
Net Area and Volume,each----- ....... .................. ........25.0O
Masonry Blocks,per set of8........... .................... — .... ........05V.0O
Masonry Core Compression,each.... .............. ................ ....45,V0
Masonry Core Shear,each................ .............................. ....5V.0Q
Masonry Core Trimming,each........ ......-- ...........................45.0V
Compression '~~'=----'--' 110-008^xO^x10�eooh-------------------'
Compression Test,grouted prism
12^x18^x1G^.each.....--------........— ...... ....140D0
Compression Test
" 2"x4^Mortar Cylinder,each.........------- .............23.0o
. a^xsrGrout Prisms,each----------......— ... —2lu0
0 z^Cubes(ASTM C109\eaoo---....... ------ ....2a.0O
Castbyothers... ........... ...... —... ... — .......--....... ......'23oo
murtocvGmuMmDeaigns—------ By Quote
FIREPROOFING TESTS
Oven Dry Density(per sample)...---------------5O.D0
MOISTURE EMISSION TEST
Moisture Emission Test Kit-------- ...........— ......... .....a5.Ou
ASPHALTIC CONCRETE
Stability,Flow,and Unit Weight,ASTM DS3u7.............. 150�00
Marshall ASTM D1s5S.ASTM D2r28...---...... .... ---15o�ou
Measured Maximum Specific Gravity ofMix(ASTM D2041)
(Ricua .each...___..............------ ...... ...7s.oO
Void Analysis of Cores or Marshall Specimens
Calculations Only (ASTM D3203) Set of or 3 35.00
Laboratory Mixing rfAsphalt&Concrete,per sample......... ...5V.oO
Complete Asphalt Concrete Mix Design
(nveemu,Marshall)......------ ............ ----ey Quote
Extraction ofAsphalt and Gradation(ASTM D21rz.Method E)
Or California 310, including ash correction, each 150.00
Extraction of Rubberized Asphalt and Gradation, each 170.00
Specific Gravity(ASTM D272OorASTM D1188)
" uncoated...... -------------......-- 85.00
° coated— ...... ....... -- .......... ....... ------ ...........85�OO
Immersion-Compression... ..........4oO�OU
Particle coating(ASTM 2489 ------_---------'45.GU
50.00S�pp�gKVSTMD1 ------____—_—_—___
Moisture or Volatile Distillates in paving mixtures,
nrmaterials containing petroleum products o«
bypnmuctm ...... .............. —..... .... --- ..........---12O�OQ
Retained Strength(ASTM D1Or^/D1V75
Ospecimens..... ............ ... —......... ........ ...... ...ByQuote
Retained Stability,Mil,Std,52OA,Method 104,
gspecimens......... --- .... ....___---- ..... ....ByQuote
CBR,ASTM D1883.including MID curve, Ipoint.... -- .... 21O�UO
Asphalt Temperature—— ...... ------....... 15.00
GTRUCTURALSTEE
Tensile Test,#m^ Bar or Smaller,each------ ...... ....... 4*zm
Bend Test,#11 Bar or Smaller.each------......-- ...... 4O.0O
Tensile Test,#14Bar,each................... ............... ---....n58U
Tensile Test,#1VBar,each.............. ................ ...... --.......31O.0O
Rebar coupler tensile test...... ................... —... ..................—@5.00
Tensile Test,Welded#11 Bar mSmaller,aaoh--....... .......�5O.0O
Tensile Test,Welded#14Bar,eooh ..............--.... —....... 1V{0
Tensile Test,Welded#18 Bar,each................... — .............3VOlN
Tensile Test,Mechanically Spliced Bar,#11Bar mSmaller,
each........ --- ......................................... ................... ......15O.DO
Tensile Test,Mechanically Spliced Bar,#14Bar,each.........3nO.0O
HIGH STRENGTH BOLT,NUT,AND WASHER TESTING
Wedge Tensile Test for A490 Bolts
Under 1mn.oOOlbs,each..................—...—....... ....... .....—'4o.nn
Over 10\OOOlbs,each.... .... ---........----...... ........om,Vw
Wedge Tensile Test for A325 Bolts
Under 1OU,0nolbs,each... ................------....... .....o&mn
HIGH STRENGTH BOLT,NUT,AND WASHER TESTING,continued
Tensile Test—Anchor Bolts,tested with displacement
transducers,each---.......... — ... —.......... ....— ........-3Vn.no
Nut-Hardness,Proof,and Cone Proof Load Test,soux .......su�oo
Washer-Hardness,each...........---.......... ..... —... ...........xnoo
A325or A4aO—Bolt hardness only,each ........-----........o5.00
Bolt a32oorx490
Wedge Tensile Under 100,000 lbs,and Hardness,each 80.00
Wedge Tensile Over 1uo.uOOlbs,and Hardness,each. 100D0
Bnh,mvt,andwamoor-AUTasw per set with bolts
Under 10o.uoO|ba.--- .............. .......... ................... 250,00
Over 1OO.000lbs......... — .....--............... --- ........ as&on
NOTES:
(1) See Geotechnical Laboratory Testing Schedule o/Fees for soil testing.
(2) Hourly rates are available upon request.
(3) Field laboratory rates are available upon request.
(4) Listed unit rates are based upon the assumption that samples will be delivered to our laboratory atoocost to Converse.
D-6
EXHIBIT "E"
WORKERS' COMPENSATION INSURANCE CERTIFICATION
HIGHLINE WATER REPLACEMENT PROJECT, PHASE II
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 even7 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
CONVERSE CONSUL:LkNTS.
a.
2
Bv: -57 1 C21
I-lashrm' S.E. Quazi Date:
E-1