HomeMy WebLinkAbout32026AGT. # 1 0-551-1
1 FIRST AMENDMENT TO AGREEMENT FOR ENGINEERING CONSULTANT SERVICES
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THIS FIRST AMENDMENT (hereinafter called "AMENDMENT") TO AGREEMENT NO.
10-551 FOR SPECIALIZED PROFESSIONAL ENGINEERING CONSULTANT SERVICES
(hereinafter called "AGREEMENT'), is made and entered into thisQt}"':h day o~(.L{d\
\
2015, and is effective retroactively to October 1, 2014, by and between the County of Fresno, a
political subdivision of the State of California, (hereinafter called "COUNTY''), and CB&I
Environmental and Infrastructure, Inc., 180 Promenade Circle, Sacramento, CA 95834
(hereinafter called "CONSULTANT").
WITNESSETH:
WHEREAS, on September 28, 2010, COUNTY entered into the AGREEMENT with
Shaw Environmental & Infrastructure, Inc. (hereinafter called "SHAW') to provide civil design
engineering consultant services as more thoroughly specified therein, including the following: to
develop Final Closure and Post closure Maintenance Plans (hereinafter referred to as
"CPCMP") for the Coalinga Disposal Site (hereinafter referred to as "the CDS"), in accordance
with California Code of Regulations (CCR) Title 27 §21769 et seq.; to assist in obtaining all
regulatory approvals of the CPCMP; to prepare plans, specifications and Engineer's estimates
for the contemplated public works project for construction of the final cover and appurtenances
and gas monitoring network of the CDS (hereinafter "CDS Closure Construction Project"), once
regulatory approval for the CPCMP has been obtained; and to prepare a Construction Quality
Assurance Plan ("CQA Plan") and to provide such construction observation services as are
consistent with the approved CQA Plan during the CDS Closure Construction Project; and all
such design and engineering services provided under the AGREEMENT, including those
specifically listed above in this paragraph, shall hereinafter be referred to collectively as
"PROJECT"; and
WHEREAS, SHAW was selected to provide such professional design and engineering
consultant services necessary for PROJECT in accordance with COUNTY'S Ordinance Code
Chapter 4.1 0, governing the selection of architects, engineers, and other professional
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consultants to provide such services as required by COUNTY;and
WHEREAS,SHAW subsequently was acquired by CONSULTANT,whereupon
CONSULTANT assumed the contractual duties and obligations of SHAW under the
AGREEMENT;and
WHEREAS,the term of the AGREEMENT was extended to June 30,2016,by written
notification to CONSULTANT from DIRECTOR dated January 23,2014,in accordance with the
provisions of Article XIX,Section B of the AGREEMENT;and
WHEREAS,CONSULTANT contends that it is entitled to additional compensation in
excess of that provided for in AGREEMENT;and
WHEREAS,said CONSULTANT represents that it is qualified and willing to perform the
engineering services required by COUNTY for PROJECT,under the terms and conditions
specified in AGREEMENT,as modified by this AMENDMENT.
WHEREAS,COUNTY and CONSULTANT agree that it is in their mutual best interests
for CONSULTANT to perform its remaining obligations under AGREEMENT while both
COUNTY and CONSULTANT expressly reserve their respective rights as to whether
CONSULTANT is entitled to additional compensation under AGREEMENT.
NOW,THEREFORE,the parties hereby agree as follows:
1.Article I,Section B of AGREEMENT is hereby deleted and replaced with the
following:
"B. ExhibitA is hereby deleted and replaced with Exhibit A1,which exhibit is
attached hereto and incorporated herein by this reference.CONSULTANTmay retain
subconsultants as necessary for completion ofthe work encompassed by PROJECT.All
subconsultants used by CONSULTANT shall be approved by COUNTY'S Department of Public
Works and Planning Director or his designee (hereinafter called "DIRECTOR")before they are
retained by CONSULTANT,which approval shall not be unreasonably withheld. The
subconsultants listed in Exhibit A1,attached to this AMENDMENT and incorporated herein,
shall be considered as approved by DIRECTOR.Should CONSULTANT retain any
subconsultants,the maximum amount of compensation to be paid to CONSULTANT under
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ArticleV below shall not be increased,and any additional compensation to be paid to
CONSULTANT forsuch subconsultant(s)'workshall be limited to a maximumoften percent
(10%)ofthe total costs incurred by CONSULTANT as a result ofthe subconsultant(s)'
involvement in PROJECT.Additional fees other than the 10%markup on subconsultant
charges will not be reimbursed."
2. Article I,Section C of AGREEMENTis hereby deleted and replaced with the
following:
"C.Exhibit Bis hereby deleted and replaced with Exhibit B1,which exhibit is
attached hereto and incorporated herein bythis reference.CONSULTANT'S staff for its
PROJECT team shall be as listed in Exhibit B1.Any substitutions of personnel shall be
requested in writing by CONSULTANT and approved by DIRECTOR,which approval shall not
be unreasonably withheld.The approval by DIRECTOR shall be in writing and DIRECTOR
shall have a minimum of 15 working days to respond to CONSULTANT'S request for
substitutions of personnel.CONSULTANT shall notify DIRECTOR ofthe names and
classifications of employees assignedto PROJECT,and shall not reassign such employees to
other projects of CONSULTANT without notification to and prior approval by DIRECTOR."
3. Article I,Section F of AGREEMENT is hereby deleted and replaced with the
following:
"F.Unless and until such time as DIRECTOR is notified inwriting of any
change,the Contact person(s)for CONSULTANT for all matters relating to AGREEMENT shall
be:
Darrell Thompson
180 Promenade Circle
Sacramento,CA 95834-1912
(760)977-8106 PHONE
darrell.h.thompson@cbi.com EMAIL ADDRESS"
4. ArticleV, Section A,Paragraphs 1through 3,inclusive, at page 12,line13
through page 13,line 10 of AGREEMENT,are hereby deleted and replaced with the
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following:
"V.COMPENSATION:
A.Total Fee:
1.ExhibitC is hereby deleted and replaced with Exhibit C1,which exhibitis
attached hereto and incorporated herein by this reference.Notwithstanding any other
provisions in this Agreement,the Total Fee (BasicFee and Extra Services Allocation)forthe
services required under this Agreement shall not exceed the total sum of$520,000, comprised
of a Basic Fee of $450,045 and an Extra Services allocation of $69,955,which shall be
computedat the hourly and cost rates shown in Exhibit C prior to the effective date ofthis
AMENDMENT,and at the hourly and cost rates shown in Exhibit C1 fromand after the effective
date of this AMENDMENT,as more thoroughly provided in the immediately following
Paragraphs 2 and 3 ofthis Section V.A.
2. Except as providedin Subparagraph (b) ofthis Paragraph V.A.2,the
hourly and cost rates listed herein for servicesrendered by CONSULTANT and subconsultants
of CONSULTANT shall remain in effect for the entire duration of AGREEMENT;provided,
however,and notwithstanding the foregoing:
(a)If AGREEMENT is ineffect longerthan one (1)year, then
CONSULTANT maymakea request to MANAGER no earlierthan the one-year anniversary of
the effectivedate of AGREEMENT (and may make such request on an annual basis thereafter),
that the rates in Exhibit C be adjusted prospectively,so long as the percentage adjustmentdoes
notexceedthe percentage adjustment in the ConsumerPrice Index for All Urban Consumers
(CPI-U)for San Francisco,Oakland andSan Jose Area,for the most recent prior calendar year
for which such CPI adjustment information is available.Any such adjustmentofthe listed rates
in Exhibit C, pursuanttothis Paragraph,maybe authorized bythe written approval of
MANAGER;and
(b)From and afterthe effective date ofthis AMENDMENT,Exhibit C
shall be deletedand replaced with Exhibit C1,so thatthe rates listed in Exhibit C1 thereafter
shallgovern with respect to CONSULTANT'S hourly and cost rates.
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3.Those expenses incidental to CONSULTANT'S and subconsultant's
performance of services under Article III of AGREEMENT that are listed in ExhibitC shall be
charged at the rates listed in Exhibit C prior to the effective date of this AMENDMENT,and at
the rates listed in Exhibit C1 from and after the effective date of this AMENDMENT,subject to
any adjustments that may be approved in accordance with the immediately preceding
Paragraph V.A.2.All other expenses incidentalto CONSULTANT'S and subconsultant's
performance of the services under Article III ofAGREEMENT that are not specifically listed in
Exhibit C or Exhibit C1 shall be borne by CONSULTANT."
5.Article V,Section B is hereby deleted and replaced by the following:
"B.Basic Fee:
1.Notwithstanding any other provisions in this Agreement,there will
be a maximum Basic Fee of $450,045 over the entire term of AGREEMENT.The Basic Fee
shall consist of a maximum fee for services enumerated in Article III or Exhibit G of
AGREEMENT.
2. Exhibit H is hereby deleted and replaced with Exhibit H1,which exhibit is
attached hereto and incorporated herein by this reference.The maximum Basic Fee is as
shown in Exhibit H1 and shall be divided as follows:
Task 1.Meetings and Project Management $20,281.00
Task 2. Preliminary Engineering $77,351.00
Task 3. Develop FinalClosure and Postclosure Maintenance Plans $40,152.00
Task 4. Plans, Specifications and Engineer's Estimate $46,963.00
Task 5. Construction Quality Assurance $219,248.00
Task 6.Evapotranspirative (ET)Cover Pan Lvsimeter $46,050.00
Total Basic Fee $450,045.00"
6.Article V,Section C,Paragraphs 1 through 4,inclusive,at page 14,lines 1
through 15,inclusive,are hereby deleted and replaced with the following:
"C.Extra Services:
1.There will be a maximum allocation of $69,955 over the entire
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termof AGREEMENT to payfor authorized Extra Services. Paymentof Extra Services in
excess of said amount is unauthorized except pursuant to another subsequent written
Amendment,approved in accordance with the provisions of Article XIV ofthis Agreement.
2.The CONSULTANT shall not undertake any Extra Services
without the advance written authorization of MANAGER.The CONSULTANT and the COUNTY
shallexpressly confirm in writing the authorization and maximum cost foranysuch services
before the CONSULTANT performs Extra Services.
3. MANAGER shall have the discretion to adjust in writing the Basic Fee and
ExtraServices limits as long as the TotalFee of$520,000forthe entireterm of AGREEMENT is
not exceeded.
4. Payment for ExtraServices will be at the hourlyand cost rates set
forth in Exhibit Cforsuch work performed prior to the effective date ofthis AMENDMENT,and
at the hourly and cost rates set forth in Exhibit C1 for such work performed from and afterthe
effective date of this AMENDMENT."
7. Article XIX,Paragraph A of AGREEMENTis hereby deleted and replaced
with the following:
"A.Exhibit Dis hereby deleted and replaced with Exhibit D1,which exhibit is
attached hereto and incorporated herein bythis reference. The CONSULTANT shalladhere to
the timeline established in Exhibit D1.Time limits established by the schedule approved by
MANAGER shall not,exceptas provided herein in AGREEMENT and Exhibit D1,beexceeded
by CONSULTANT.CONSULTANT shall maintain the PROJECT schedule and status report that
shall be updated and submitted to COUNTY ona monthly basis.Any changestothe schedule
shall be submittedfor MANAGER'S approvaland shall be accompanied byan explanation for
the requested change."
8. Article XIX,Paragraph B of AGREEMENTis hereby deleted and replaced
with the following:
"B.CONSULTANT shall complete all services required under AGREEMENT
in a timely manner,and shall complete performance of all ofits contractual duties and
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obligations under AGREEMENT by December 31,2015;and AGREEMENT shall expire on
June 30,2016,unless its term is further extended in writing by DIRECTOR,or it is terminated
earlier in accordance with the provisions of Article XX. It is the current intent of the parties that
the terms of AGREEMENT,as modified by this AMENDMENT and as subsequently may be
further modified or extended in accordance with the provisions of AGREEMENT,shall remain in
effect until completion including all regulatory approvals of PROJECT has been attained."
9.The following Article XXVII is hereby added to AGREEMENT:
"XXVII.RESERVATION OF RIGHTS
It is understood and acknowledged,and expressly agreed by the parties hereto,
that COUNTY and CONSULTANT agree that it is in their mutual best interests for
CONSULTANT to perform its remaining obligations under AGREEMENT while both COUNTY
and CONSULTANT expressly reserve their respective rights as to whether CONSULTANT is
entitled to additional compensation under AGREEMENT."
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2 IN WITNESS WHEREOF, the parties hereto have executed this Agreement as of the
3 day and year first hereinabove written.
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5 CONSULTANT:
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Address: 180 Promenade Circle
Sacramento. CA 95834
12 REVIEWED AND RECOMMENDED FOR
APPROVAL
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BY:~t:J/~
ALAN WEAVER, DIRECTOR
DEPARTMENT OF PUBLIC WORKS
AND PLANNING
ATIEST:
BERNICE E. SEIDEL, Clerk
Board of SuRervisors
By~y~ty
21 FundiSubclassiOrgiAccount
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0710 115000 I 9028 I 7295
8
DEBORAH A. POOCHIG/AN
BOARD OF SUBERVISOR
APPROVED AS TO LEGAL FORM
DANIEL C. CEDERBORG
COUNTY COU)ISEL
APPROVED AS TO ACCOUNTING FORM
VICKI CROW, C.P.A.
AUD/TOR-CONTROLLERIT AX
COLLECTOR
BY: {10.~~
DEPUTY
EXHIBIT A1
SUBCONSULTANTS
Craig Benson,PhD, PE,DGE
University of Wisconsin Graduate Students
Ellen M.Rathje,PhD, PE
Moore Twining Associates,Inc.
Pacific Coast Seed
Applied Water Soil
Tri/Environmental,Inc.
EXHIBIT B1
CB&I PROJECT TEAM
Darrell H.Thompson
Eric Schneider
John Jowers
Adrian Reisdorff
Matt Curtis
Julian Isham
Erik Korsmo
Jesse Varsho
Pamela Thomas
Devin Moose
Steve Martin
Kathryn Ditore
Eric Barrilleux
EXHIBIT C1
Appendix C1 -Rate Schedules
Rate Schedule for CB&I
Category Typical Category Function Strategic Rate
M Technical Publications Assistant 1 $43.00
Laborer 1
N Administrative Assistant 1 $50.00
Drafter 1
Laborer 2
Equipment Operator 1
Technician 1
0 Administrative Assistant 2 $61.00
Transaction Processing Assistant 3
Laborer 3
Equipment Operator 2
Technician 2
Scientist 1
P Administrative Assistant 3 $69.00
Project Controls Cost Scheduler 1
Project Accountant 1
Drafter 2
Equipment Operator 3
Foreman
Technician 3
Engineer 1
Admin/Executive Assistant 4 $83.00
Q Subcontract Administrator 1
EH&S Specialist 1
Scientist 2
R Subcontract Administrator 2 $92.00
Project Controls Cost Scheduler 2
Drafter 3
Engineer 2
S Project Accountant 2 $103.00
Technician 4
EXHIBIT C1
Appendix C1 -Rate Schedules
Category Typical Category Function Strategic Rate
Scientist 3
T Subcontract Administrator 3 $113.00
Drafter 4
EH&S Specialist 2
U Project Accountant 3 $121.00
Project Controls Cost Scheduler 3
EH&S Specialist 3
Project Scientist 3
V Project Accountant 4 $129.00
Site Superintendent 1
Engineer 3
Scientist 4
w Project Controls Cost Scheduler 4 $139.00
Subcontract Administrator 4
Site Superintendent 2
Engineer 4
Project Engineer 3
Project Scientist 4
Client Program Manager 1
Project Manager 1
X Scientist 5 $157.00
Project Engineer 4
Client Program Manager 2
Business Line Manager 1
Y Engineer 5 $180.00
Scientist 6
Project Engineer 5
Project Scientist 5
Client Program Manager 3
Project Manager 2
Business Line Manager 2
Z Principal Engineer $208.00
Principal Consultant
EXHIBIT C1
Appendix C1 -Rate Schedules
Rate Schedule for CB&I Subconsultants
Craig Benson,Ph.D.$265/hr
Univ.of Wisconsin Graduate Students $75/hr
Ellen Rathje,Ph.D.$200/hr
David Gilpin,Pacific Coast Seed,Inc.$125/hr
Note that a 6 percent markup will be added to all costs for subconsultant services per the terms and
conditions contained in CB&I Rate Schedule
Rate Schedule for Applied Water Soil.
Moisture Content $17.00 each
Sieve Analysis
Standard $100.00 each
Coarse Combined $200.00 each
Hydrometer $225.00 each
Atterberg Limits (Plasticity)
$100.00 each
Coarse Specific Gravity $75.00 each
Fine Specific Gravity $75.00 each
Shrinkage Limit $150.00 each
Standard Proctor
Method A/B (4-inch mold)$140.00 each
Method C (6-inch mold)$155.00 each
Modified Proctor
Method A/B (4-inch mold)$155.00 each
Method C (6-inch mold)$170.00 each
Rock Correction $75.00 each
Fixed Wall HydraulicConductivity (one load, up to 150-ft heap)
$350.00 each
Additional loads $125.00 each
High Load FixedWall Hydraulic Conductivity (one load,when ultimate
load will exceed 150-ft heap)$500.00 each
Additional loads $125.00 each
Flexible Wall Hydraulic Conductivity $350.00 each
Soil Water Characteristics Curve,5-7 Points $800.00 each
Sample Preparation (above standard time)$65.00/hour
EXHIBIT C1
Appendix C1 -Rate Schedules
Rate Schedule for TRI
Seam Package ASTM D6392 Shear &Peel HDPE 2'/min
Geomembrane Conformance
ASTM D5994 Thickness (Textured)
ASTM D6693 Tensile Properties
ASTM D4833 Puncture Resistance
ASTM D1004 Tear Resistance
Geotextile Conformance
ASTM D4632 Grab Tensile (Textile)
ASTM D4533 Trapeziodal Tear Resistance
ASTM D6241 Static Puncture Resistance of Geotextiles using 50 mm
ASTM D4491Permeability/Permittivity Constant Head/Falling Head
ASTM D4751 Apparent Opening Size(AOS)
ASTM D5261 Mass per Unit Area (Geotextile)
Geocomposite Conformance
Geonet Component
ASTM D5035 Tensile Strength (Geonet)
ASTM D1621Compressive Behavior (Geonet)
ASTM D 5199 Thickness (Geonet)
Geotextile Component (Top and Bottom)
ASTM D4632 Grab Tensile (Textile)
ASTM D5199 Thickness (Geotextile)
ASTM D4491Permeability/Permittivity
Constant Head / Falling Head
ASTM D4751 Apparent Opening Size(AOS)
ASTM D5261 Mass per UnitArea (Geotextile)
Interface Shear
ASTM D5321 InterfaceShear (HD/Geocomposite)3 load,0.2 in/min 15
$25.00
$15.00
$45.00
$40.00
$45.00
$45.00
$45.00
$250.00
$80.00
$110.00
$20.00
$45.00
$175.00
$15.00
$45.00
$15.00
$85.00
$110.00
$20.00
$500.00
EXHIBIT C1
Appendix C1 -Rate Schedules
Rate Schedule for Moore Twining Associates,Inc,
See Attached
Prevailing Wage Fee Schedule for
Professional Services
CB&I Environmental and Infrastructure,Inc.
Moore Twining Associates,Incorporated
www.mooretwining.com
J MOORE TWINING
-JXSCSr S
INTRODUCTION 2
BASIS OF FEES 3
REVAILING WAGE FEE SCHEDULE 5
PROFESSIONAL 5
SUPPORT STAFF 5
FIELD INSPECTION FEES 5
SOIL MECHANICS DEPARTMENT 6
CONCRETE MIX DESIGNS AND REVIEW 8
GENERAL CONSTRUCTION MATERIALS DEPARTMENT 9
STEEL DEPARTMENT 12
DRILLING DEPARTMENT 14
GEOTECHNICAL ENGINEERING SERVICES 15
ENVIRONMENTAL DIVISION SERVICES 16
2015 Prevailing Wage FeeSchedule Page 1
Introduction
Moore Twining Associates,Inc.,founded in 1898,has continually provided
professional consulting and analytical services throughout California for the past
115 years.Moore Twining provides professional services in geotechnical
engineering,environmental services,
construction inspection,materials testing,
drilling services,and analytical chemistry.
IB I 1 1 1 I 1 i 1llilHHII£1 •
Offices are maintained in Corona,Fresno,
Monterey,and Sacramento,with the Fresno
office also serving as the corporate
headquarters.Our professional staff consists
of registered geotechnical engineers,
registered civil engineers,registered geologists,registered environmental
assessors,chemists,certified field and laboratory technicians,and support
personnel.
Our reputation for service and integrity is known by individuals involved in all
aspects of the engineering and testing industries throughout California.We take
pride in providing our clients with consistently reliable and cost-effective
services.
Office Locations
Fresno
(Corporate Headquarters)
Chemistry Division Fax:
Corona
Monterey
Sacramento
2015 Prevailing Wage Fee Schedule
2527 Fresno Street
Fresno,California 93721
Phone:559.268.7021
Fax:559.268.7126
559.268.0740
500 Harrington Street,Suite II
Corona,California 92880
Phone:951.898.8932
Fax:951.898.8974
501 Ortiz Avenue
Sand City,California 93955
Phone:831.392.1056
Fax:831.392.1059
5665 Power Inn Road,Suite C
Sacramento,California 95824
Phone:916.381.9477
Fax:916.381.9478
Basis of Fees
1. Fees stated in this fee schedule are for geotechnical,environmental,construction inspection,
materials testing, and drilling services provided by Moore Twining Associates,Inc.Analytical
Chemistry fees are presented separately in Moore Twining Associates,Inc.2013 Analytical
Chemistry Fee Schedule.
2. The fees listed herein are typical of engineering,environmental,inspection,testing,and drilling
services most frequently provided by Moore Twining Associates,Inc.Fees for other services and
specialquotations will be provided upon request.Special consideration isgivento projects involving
protracted periods oftime or volume testing.All fees are subject to change without notice.
3. A minimum of two hours per day will be charged for all field services plus travel time to and from
job site.Field services over two hours will be charged at two-hour increments thereafter. A
cancellation charge of two hours will be billed in the event the client fails to notifyour office of a
cancellation at least 24 hours prior to the scheduled inspection.
4. Time Schedule:Basisof sampling,observation,drilling,travel,and other fees:
Rate of Changes Period
RegularTime Mondaythrough Friday - eight hours from 8:00a.m. to 5:00 p.m.
Time and One-Half Monday through Friday-after continuous eight hours and
Saturdays
Double Time Work performed beyond 12 hours,Sundays and Holidays
Shift Differential
Second (Swing)Shift Regular hourlyrate plus 10%for the first eight hoursworked;
time in excess of eight hours will be charged at overtime rate
Third(Graveyard)Shift Regular hourlyrate plus 15%for the first eight hoursworked;
time in excess of eight hours will be charged at overtime rate
5. Fees reflect per-unit test and only include reporting of laboratory and/or field results not requiring
engineering evaluation,recommendations,and/or conclusions.
6.Vehicle mileage,when applicable,is $0,575 per mile.Drill rig,heavy equipment trucks,and four-
wheel drive vehicles are $1.00 per mile.All vehicle mileage charges (except for drill rigs)are from
Moore Twining Associates,Inc.'s nearest office.
7.Projects set for drilling mustbe confirmed within 24 hours.Unconfirmed drilling dates may risk loss
of that date to other firms who desire that equipment.Drilling is scheduled on a first-come, first-
served basis.
8. When the drill rig is left on-site, a charge of $65/hour will be applied for travel time and mileage,
excluding mobilization and demobilization days.When inadequate makes it impractical to
leave the drill rig on-site,$100/hour will be charged for travel time and mileage each day of the
project.
2015 Prevailing Wage Fee Schedule Page 3
9.Work requiring special equipment,machinery rental, outside consultants, etc.,will be charged at
cost-plus-15%unless otherwise noted. The cost of replacing equipment that is damaged due to
client's request and/or negligence will be assessed.
10. For drilling services,daily servicestickets will be furnished byMoore Twining's field personnel to the
client (or his representative) to acknowledge that said equipment and/or materials are being
transported to and from the job site and are in operation. It will be the client's responsibility to
acknowledge or dispute the service tickets on a daily basis. Failure to do so constitutes acceptance
of all charges and the client relinquishes all rightsto challenge unsigned servicestickets.If,for any
reason, the client does not agree with the hours, services, materials,and/or equipment set forth on
the service ticket(s), and the matter cannot be resolved with our field personnel, the client should
contact our office and discuss the matter with Moore Twining's Drilling Division.
11. For delivery ofadditional materials and/or equipment to the job site,pick-up of materials requested,
and/or equipment ordered but not used, there will be a charge of $70/hour. There will be a
restocking fee of 20% on all materials returned.Any special rental equipment such as air
compressors,generators,cement mixers,etc. can be provided at cost-plus-15%,plus pick-up and
delivery charges. Other equipment necessary to meet your project's special needs can be obtained
upon request. Clients ordering specialized materials will be billed for the full amount pf purchase
regardless of utilization of only a portion thereof.
12. Staff billing rates will be imposed for requested research into technical files or records.
13. Requests for additional copies of reports are charged at secretarial rate plus photocopying fee of
$0.10 per page.
14.Facsimiles are charged at $1.00 per page for localcallsand $1.50 for long-distance calls.
15. Public carriers, i.e.overnight mail,FedEx,UPS,Greyhound, etc.will be charged at cost plus
secretarial time.
16.Processing of affidavits and certificates are charged at $50 for each additional insured.
17. Additional insured certificates are charged at $50 for each additional insured.
18. Certified payroll, $50 per billing period.
19. The client will be invoiced for all services,equipment,materials,and supplies used on a project.Any
invoice under $100 will be C.O.D.All other invoiced are due and payable on the 10th ofthe next
succeeding month following date of charge and are past-due thereafter.Past-due balances are
subjectto a finance chargeof 1.5%per month (anannual percentage rate [APR]of 18%).All invoice
errors or necessary corrections will be brought to the attention of the company within ten days of
receipt ofthe invoice;thereafter,clientacknowledges invoices are correct and valid.
20. The unit rates provided inthis fee schedule will be applicable through December 31, 2015.
2015 Prevailing Wage Fee Schedule Pa8e 4
Prevailing Wage Fee Schedule
Principal $145.00 Hour
Registered Geotechnical Engineer $130.00 Hour
Registered Civil Engineer $125.00 Hour
Certified Engineering Geologist $125.00 Hour
Project Engineer/Geologist/Manager $85.00 Hour
Expert Witness Preparation $150.00 Hour
ExpertWitness Testimony or Deposition $ 165.00 Hour
Computer Aided Drafting $ 55.00 Hour
Secretarial Services $45.00 Hour
Earthwork Observation and Compaction Testing $85.00 Hour
Special Inspection and Observations-Reinforced Concrete $90.00 Hour
Special Inspection and Observations-Structural Masonry $90.00 Hour
Special Inspection and Observations-Structural Steel $90.00 Hour
Non-Destructive Testing Services $95.00 Hour
Spray-Applied Fireproofing $80.00 Hour
Batch Plant Inspection $60.00 Hour
Shop Welding and Steel Fabrication Inspection $65.00 Hour
Sample Pickup (if special trip is required)$55.00 Hour
Vehicle,Equipment,&Mileage Charge $0.575 Mile
Per Diem (Rate is subject to change based on project location)s 115.00 Night
2015 Prevailing WageFeeSchedule Page5
Maximum Density-Optimum Moisture Determinations
AASHTO T-99,ASTM D-698 $135.00 Test
AASHTO T-180,ASTM D-1557 Method A (four-inch mold)$125.00 Test
Method C(six-inch mold)$145.00 Test
Method No. Calif. 216 (Calif.Impact)$150.00 Test
Rock Correction $90.00 Test
Confirmation of Maximum Density-Optimum Moisture (one point on curve)$90.00 Test
Direct Shear Testing -Consolidated Drained Conditions (ASTM D-3080, T-236)$190.00 Test
Tri-Axial Compression Testing By Quote
One Dimensional Consolidation (ASTM D-2435,T-216)$300.00 Test
Unconfined Compression Test (ASTM D-2166,T-208)$100.00 Test
Moisture Determination of Soils and Rock (ASTM D2216)$30.00 Test
Permeability Test -Constant or Falling Head
Rigid Wall $205.00 Test
Flexible Wall $250.00 Test
Other Forms of Permeability Tests By Quote
Expansion Index (ASTM D-4829)$170.00 Test
Shrinkage Limit (ASTM D-427)$140.00 Test
Shrinkage Ratio -Includes Shrinkage Limit (ASTM D-427)$140.00 Test
Volumetric Change -Includes Shrinkage Limit and Ratio (ASTM D-427)$160.00 Test
Field Moisture Equivalent $30.00 Test
Linear Shrinkage -Includes Volumetric Change $170.00 Test
Atterberg Limits
Liquid Limit (ASTM D-4318,T-89)$60.00 Test
Plastic Limit (ASTM D-4318, T-89)$60.00 Test
Plasticity Index (ASTM D-4318,T-89)$120.00 Test
Particle Size Analysis
Wet Washing and DrySieving (ASTM D-422, T-88)$90.00 Test
Hydrometer Analysis (ASTM D-422,T-88)$90.00 Test
Sieve and Hydrometer Method (ASTM D-422, T-88)$180.00 Test
Sand Equivalent (ASTM D-2419,T-176)s 90.00 Test
Amount of Materials Finer than a No.200 sieve (ASTM D-1140)40.00 Test
Classification of Soils (ASTM D-2687)includes sieve and hydro 210.00 Test
Visual Classification of Soils (ASTM D-2488)25.00 Test
SpecificGravityper Determination (ASTM D-854,T-100)90.00 Test
Remold Charge 50.00 Sample
2015 Prevailing Wage Fee Schedule Page 6
Resistance (R)Value Determination -California Test
No.301,includes Stabilimeter Tests,Moisture Content and Density $200.00 Test
No.301 with Determinations with Cement,Lime,or Other Additives $280.00 Test
California Bearing Ratio (CBR)
CBR at 100%Maximum Density ASTM D-1883 and AASHTO T-193,$350.00 Each
includes Maximum Density -Optimum Moisture Curve
CBR at 95%Maximum Density ASTM D-1883 and AASHTO T-193,$700.00 Each
Three-Point Method,includes Maximum Density -Optimal Moisture Content
Lime Stabilization of Soils -California Test Method No.373
Complete Series of Tests for Each Lime Content Moisture Density $600.00 Each
Seven-Day Unconfined Compression Strength $150.00 Each
Soil-Cement Stabilization and Corrosion Potential
(Soils,recycled pavement,etc)PCA Soil Cement Handbook and ASTM,complete
series of detailed tests for each cement content,(includes freeze-thaw,wet-dry,
sample preparation,compaction curves, and seven-day compressive strengths)
By Quote
Sulphate Content of Soils $30.00 Test
pH of Soils $30.00 Test
Chloride Content of Soils $30.00 Test
Soil Preparation for Sulphate,pH, Resistivity,and Chloride Tests $25.00 Test
Minimum Resistivity $110.00 Test
Corrosivity of Soil, pH,Sulfate,Chlorides,and Minimum Resistivity $200.00 Test
Aggregates - Fine and Coarse
Sieve Analysis,Coarse or Fine,ASTM C-136 (without wash)$60.00 Each
Sieve Analysis,Coarse or Fine,w/#200 Wash (ASTM C-117and136, T-117and 27)$120.00 Each
Specific Gravity &Absorption of CoarseAggregate (ASTM C-127,T-85)$90.00 Each
SpecificGravity&Absorption of FineAggregate (ASTM C-128,T-84)$120.00 Each
Moisture Content of Coarse or Fine Aggregate $30.00 Each
Magnesiumor SodiumSulfate Soundness (AASHTO-T104,ASTM C-88)
includes Grading
Five Cycles,$300.00 Each
Cleanness Value (CT-227)$110.00 Each
Durability Index (ASTM D3744,CT-229,T-210)
Potential Reactivity- Chemical Method,Coarse or Fine (ASTM C-289)
ClayLumpsand Friable Particles (ASTM C-142,T-112)
Organic Impurities (ASTM C-40,T-21)
Sand Equivalent Valueof Soils Fine Aggregate (ASTM D-2419,CT 217-1,T-176)
Percent of Crushed Particles (CT-205,ASTM D-5821)
Los Angeles Rattler Abrasion Test (ASTM C-131,T-96)
Los Angeles Rattler Abrasion Test,ASTM C-535
Complete Series of Tests in Accordance with ASTM-33
2015 Prevailing Wage Fee Schedule
120.00
300.00
150.00
80.00
90.00
90.00
130.00
180.00
Each
Each
Each
Each
Each
Each
Each
Each
By Quote
Page 7
Concrete -Gunite -Shotcrete
Standard Mix Design -Portion of Cement,Aggregates,and Water for
Specific Compressive Strength Less Than 4,000 psi (includes Sieve Analysis,Specific
Gravity,Absorption,and Fineness Modules)
$ By Quote Each
Concrete -Gunite -Shotcrete
Standard Mix Design -Portion of Cement,Aggregates,and Water for
Specific Compressive Strength Less Than 4,000 psi Without Aggregate Tests
$By Quote Each
Concrete Mix Design to Establish Water -Cement Ratio Curve,includes Aggregate
Tests and Three Trial Batches (ACI-613)
$950.00 Each Trial
Concrete Mix Design -Proportions of Materials to Aggregate Tests,One Trail Batch
with Six Test Cylinders
$700.00 Each
Mix Design Review with All Aggregate Data Supplied $150.00 Each
Masonry Mortar Mix Design -Trial Batch,Compressive Strength Specimens,and
Water Retention,ASTM C270/C-144
$By Quote Each
Group Mix Design,ASTM C-476 $ By Quote Each
2015 Prevailing Wage Fee Schedule Page 8
Concrete Cylinder Compressive Strength (6"xl2")$80.00 Set of 4
Concrete Cylinder Processed and Stored,Not Tested $10.00 Each
Concrete Cylinder Compressive Strength (6"xl2")$20.00 Each
Concrete Cylinder Compressive Strength (4"x8")$80.00 Set of 5
Compressive Strength of Drilled Concrete Core -ASTM C-42
(Saw Cutting Not Included)
$40.00 Each
Flexural Strength,6"x6"x20"Beam,ASTM C293, C-78 $75.00 Each
Splitting Tensile Strength of Concrete Cylinder,ASTM C-496 $50.00 Each
Oven Drying of Lightweight Specimens,C-495 $25.00 Each
Unit Weight of Structural Lightweight Concrete,ASTMC567 $25.00 Each
Lightweight Insulating Concrete Compressive Strength
ASTM C-513,C-495
$25.00 Each
Length Change Cement Mortar and Concrete,ASTM C-157 $250.00 Each
Mortar Cylinder Compressive Strength (2"x4") with Mold ASTM C-109 $70.00 Set of 3
Grout Prism Compressive Strength $80.00 Set of 3
Compression Strength of Concrete Block,ASTM C-140 with Cap $50.00 Each
Absorption,Unit Weight,and Moisture Content,ASTM C-140 $50.00 Each
Drying Shrinkage of Block, ASTM C-426 $50.00 Each
Compressive Strength of Grouted Masonry Prism $90.00 Each
Preparation of Concrete Specimen by Diamond Saw Cutting $20.00 Per Cut
Compressive Strength of Masonry Core $50.00 Each
Masonry Core (Shear Test),UBC Sec. 2405 $50.00 Each
Building Brick, ASTM C-62,Compression,ASTM C-67 s 25.00 Each
Modulus of Rupture,ASTM C-67 $25.00 Each
Absorption and Saturation Coefficient,ASTM C-67 $50.00 Each
In-Place Field Shear Test - City of L.A.Procedure $75.00 Hour
Core Cutting Equipment Plus One Man $125.00 Hour
Core Cutting Equipment Plus Two Men $165.00 Hour
Diamond Bit Charge,Concrete or Masonry,Any Diameter $10.00 Inch
Windsor Probe Determination of Hardened Concrete
Equipment and Technician $75.00 Hour
Probe Charges (Silver and Gold)$30.00 Test
Aggregate Base and Sub-Base Testing
Aggregate Base,Aggregate Sub-Base, and Select Import Fill Material Grading,
Caltest 202 (Coarse & Fine,includes Wash)
$180.00 Each
Sand Equivalent,Caltest 217 s 90.00 Each
Durability Index,Caltest 229,Per Fraction $120.00 Each
Percent Crushed Particles,Caltest 205 $90.00 Each
2015 Prevailing WageFeeSchedule Page9
Cement Treated Soils
Soil Cement Mix Design $2,800.00 Each
Compressive Strength on Compacted Specimen $50.00 Each
Asphalt Concrete Mix Designs and Pavement Engineering
Marshall Method,ASTM D-1559 $3,000.00 Each
Hveem Method,Caltest 304 $3,000.00 Each
Structural Section Pavement Design By Quote
Coring AC and PCC Pavement
Core Cutting Equipment $75.00 Day
Diamond Bit Charges;Asphalt Concrete,Any Diameter $10.00 Each
Diamond Bit Charges;Concrete,Any Diameter $15.00 Each
Asphalt Concrete Testing
Marshall Density Test - ASTM D6926/AASHTO T-245
Field Mix (Including Density of Briquets)$250.00 Each
Lab Mix,not including Mix Design (Including Density of Briquets)$465.00 Set of 3
Briquets
Index of Retained Strength,ASTM D-1065 $1,000.00 Each
AC Briquette Compaction -CT-304/ASTM D6226/AASHTO T-245 $150.00 Each
Stabilimeter Value of Bituminous Mix,CT-366/ASTM D1560/AASHTO T-246 or
Marshal Flow &Stability of Bituminous Mix, ASTM D6926/AASHTO T-245
Field Sample $150.00 Each
Laboratory-Prepared Sample s 225.00 Each
Swell Test,CT-305
Field Sample $150.00 Each
Laboratory-Prepared Sample $225.00 Each
Moisture-Vapor Susceptibility,CT-307
Field Sample $150.00 Each
Laboratory-Prepared Sample $225.00 Each
Kf Factor,CT-303 $64.00 Each
Kc Factor,CT-303 $90.00 Each
Dynamic Film Stripping,Caltest 302 $100.00 Each
Bitumen Content (Extraction),ASTM D-2172,Method A $200.00 Each
Moisture Content $40.00 Each
Bulk Specific Gravity of Asphalt Cores,ASTM D-1188 (Paraffin Method)$40.00 Each
Bulk Specific Gravity of Compacted Bituminous Mixture,ASTM D-2726 $40.00 Each
Maximum Theoretical Unit Weight (Rice Specific Gravity),CT-309/ASTM D-2041
Field Sample $150.00 Each
Laboratory-Prepared Sample $225.00 Each
2015 Prevailing Wage Fee Schedule Page 10
Asphalt Binder
Test of Residue from Rolling Thin Film Oven Procedure,Caltest 346 Rolling Thin
Film Oven Exposure (RTFC)
By Quote
Absolute Viscosity at 140°F,Poise By Quote
Kinematic Viscosity at 265°F By Quote
Penetration at 77°F 100g/5 sec By Quote
Percent of Original Penetration at 77°F By Quote
Ductility at 77°F By Quote
Flash Point,°F by Cleveland Open Cup (Cl.OC)By Quote
Solubility in Trichloroethylene,Percent By Quote
Roofing
Cut Analysis of Built-Up Roofs,ASTM D-2829 $165.00 Each
Roof Tile, Clay or Cement (UBC 32-12)
Flexure $30.00 Each
Absorption s 30.00 Each
Unburned Clay Brick (UBC Standard 24-14)
Adobe Brick-Compression,Absorption,Modulus of Rupture,and Moisture
(Average of Five)
$350.00 Test
Concrete Pipe -ASTM C-118
Transverse Crush Strength (Diameter,Inches)Non-Reinforced includes Plaster
Cap
12"-36"$50.00 Test
Reinforced By Quote
Absorption
Plain Pipe (Five-Hour Boil)$30.00 Test
Reinforced (If Cut When Submitted)$30.00 Test
Reinforced (IfCut By Laboratory)$80.00 Test
Wood -Glue-Laminated Timber
Glue-Laminated Fabrication Inspection By Quote
Tectum -Roof Decking -Modulus of Rupture
1/4-Point Loading -State Division of Architect $65.00 Test
Density $30.00 Test
2015 Prevailing Wage Fee Schedule Page 11
Welder Qualification Testing (AWS)
Fillet Weld Test (Break and Etch Tests)$125.00 Each
Fillet Weld Test Plates $35.00 Set
Light Gauge Test (AWS D1.3)s 50.00 Each
Pipe: 1G, 2G Positions (Two Bend Tests)$150.00 Each
Pipe: 5G, 6G Positions (Four Bend Tests)$175.00 Each
Prepared Test Plate 3/8-Inch Groove $35.00 Each
Prepared Test Plate One-Inch Groove $45.00 Each
Prepared Test Pipes (Grooved)$55.00 Set
Reinforcing Steel -One Tension,One Etch,or Two Tension Tests $100.00 Each
Other Welder Qualification Testing By Quote
Stainless Steel By Quote
Weld Procedure Qualification Testing (AWS,ASME)
(Includes Machining,Two Tensile Tests,Four Bend Tests,and Results)
Plate (Through One-Inch)$400.00 Each
Pipe $265.00 Each
Ultrasonic Testing of Weld Coupons (AWS)$75.00 Each
Witness Time (If Required)$65.00 Hour
Reinforcing Steel (Two Tension Tests,One Etch)$120.00 Each
Other Procedure Qualification Testing By Quote
Stainless Steel By Quote
Brazing Procedure Qualification (ASME)
(Includes Tensile Tests and Peel/Sectioning Tests)
Pipe $125.00 Each
Brazing Qualifications (ASME)
Pipe $85.00 Each
Tensile and Bend Testing -ASTM E8,ASTM A370
Tensile Test Standard 2" or 8"Gauge Length $50.00 Each
Reinforcing Steel Sizes 3 - 8 $80.00 Each
Reinforcing Steel Sizes 9-11 $110.00 Each
Full Size Tubing Tension Test By Quote
Bolt,Full Size,Tension Test By Quote
Bend Test (Pre-Machined to Meet Test Standard)$40.00 Each
Flattening Test (Pipe)$25.00 Each
Machining Charges
Standard 2" or 8",Tensile Specimen By Quote
1/2-Inch Diameter x 2"Gauge Length By Quote
Bend Specimen $50.00 Each
Stainless Steel By Quote
2015 Prevailing Wage Fee Schedule Page 12
Hardness Testing - ASTM E18
Miscellaneous Metals (Avg. 4 readings)By Quote
A325 Bolt, Nut,Washer (Assembles)$250.00 Assy.
Wire Mesh-ASTM A185
Tensile,Bend,Reduction of Area By Quote
Weld Shear test (Average of Four)$75.00 Each
Coating Analysis
Weigh of Galvanized Coating (Set of Three)$150.00 Each
Prestressing Wire and Strands
Tensile Test $80.00 Each
Tendons By Quote
Special Testing and Miscellaneous Services
Structural Fabricator Quality Control Program By Quote
Product Certification/Evaluation By Quote
Torque Wrench Calibration with Skidmore-Wilhelm $100.00 Each
Riehle Universal Compression/Tension Testing,300,000 lb.capacity $100.00 Hour
Gas Free Testing (Combustible Gasses)$65.00 Hour
Calibration Tests
Hydraulic Pump and Ram $75.00 Each
Calibration Curve $40.00 Each
Pressure Gauge with Crosby Dead Weight Tester $65.00 Each
Durometer $80.00 Each
Load Cell 65.00 Each
2015 Prevailing Wage Fee Schedule Page 13
Drilling Services
CME-75 Drill Rig with Two Man Crew
Operating Rate* (add $5/hour for 10" Auger)$150.00 Hour
Level CI Add**$35.00 Hour
Travel Time (FOB Fresno Office)$110.00 Hour
Mobilization and Demobilization $110.00 Hour
Standby $100.00 Hour
Mileage (Drill Rig)$1.00 Mile
Support Vehicle $1.00 Mile
Service Truck Rental $250.00 Day
Equipment and Material Fees
Steam Cleaner $125.00 Day
Air Compressor $125.00 Day
Hydro Punch II By Quote
55 Gallon Drums $60.00 Each
Brass Sleeves w/plastic end caps $6.00 Each
Obtaining Drilling Permits $70.00 Hour
Pre-Steamed Clean Auger/Equipment
50 ft.or less $100.00 Each
51 ft.to 100 ft.$200.00 Each
Well Materials $Cost +15%
Concrete for Backfill Material $Cost +15%
Parts Replacement $ Cost +15%
* Drilling Under Level D Personal Health and Safety Protection -Normal Work Uniform,Coveralls
** Drilling Under Level C Personal Health and Safety Protection -Disposable,Chemically Resistant Clothing;Air-
purifying Respirator,Health and Safety Protection - Fully Encapsulated,Including Supplied-air Respirators
2015 Prevailing Wage Fee Schedule Page 14
Preliminary Site Investigations
Pavement Design and Failure Studies
Seismic Hazards Evaluations
Pile Driving, Pier,and Foundation Observations
Foundation Failure Studies
Slope Stability Analyses
On-Site Sewage Disposal Design
Preparation of Earthwork Specifications
Review and Construction Consultation
Geotechnical Engineering Studies
Preliminary Site Investigations (For Schools,Subdivisions,Dams, Bridges,
Hospitals,Slope Stability,Commercial Buildings,etc.
By Quote
Structural Section and Pavement Designs By Quote
Foundation and Pavement Failure Investigations By Quote
Sewage Disposal Design By Quote
Seismic Hazards Evaluations By Quote
Foundation and Site Inspections 60.00 Hour
2015 Prevailing Wage Fee Schedule Page 15
Phase I,II,and III Site Assessments
Groundwater Monitoring Well Installations
Groundwater Evaluations and Monitoring
Hydrologic and Hydrogeologic Surveys
Feasibility Studies
Risk Assessments
Remedial Action Plans
Soil and Water Sampling
Workplan
Site Assessments (Phase I,II,&II
Remedial Investigations
Groundwater Monitoring Well Installation
Remedial Investigations
Soil and Water Sampling
Well Survey
Confirmation Testing
Evaluation Geologic Conditions
Dynamic Soil Response for Seismic Hazard
Underground Storage Tank Investigations
$65.00 Hour
By Quote
By Quote
By Quote
By Quote
Evaluation of Geologic Conditions By Quote
Dynamic Soil Response for Seismic Hazards By Quote
Well Development By Quote
Well Survey By Quote
Underground Storage Tank Investigations By Quote
Equipment and Material Fees
Level C Personal Protection**Additional $35.00 Hour
Level B Personal Protection***By Quote
Level A Personal Protection****By Quote
Travel Time Staff Rate
Support Vehicle $90.00 Day
Support Vehicle Mileage $0.60 Mile
Steam Cleaner $100.00 Day
Air Compressor $150.00 Day
55 Gallon Drums $60.00 Each
Materials $Cost +15%
Concrete for Backfill Material $Cost +15%
Brass Sleeves $6.00 Each
Drager Tubes S 6.00 Each
Gastechto Portable Gas Alarm $75.00 Day
Organic Vapor Meter (OVM)S 100.00 Day
Fisher M-Scope TW-6 Magnetic Locator
*Drilling Under LevelDPersonal Health and Safety Protection •
** DrillingUnder LevelC Personal Health and Safety Protection -
***Drilling Under LevelBPersonal Health and Safety Protection -
****DrillingUnder LevelA Personal Health and Safety Protection -
2015 Prevailing Wage Fee Schedule
75.00 Day
Normal Work Uniform,Coveralls
Disposable,Chemically Resistant Clothing;Air-purifying Respirator
Disposable,Chemically Resistant Clothing;Supplied-air Respirators
Fully Encapsulated,Including Supplied-air Respirators
Page 16
EXHIBIT D1
Coalinga Disposal Site Closure Schedule
ID Task Name
1 Task 5 -Provide CQA Services
2 1.Perform CQA Observations
3 2.Prepare Final (Certification)Report (Dwgs in Mylar and DXF)
4 Closure Construction
Project:Coalinga DS Closure
Date:Fri 1/16/15
Revised 1.16.15
Task
Split
Progress
Duration Start Finish Predecessors
196 days Sat 9/6/14 Wed 4/22/15
151 days Sat 9/6/14 Sat 2/28/15
45 days Mon 3/2/15 Wed 4/22/15 2
150 days Mon 9/8/14 Sat 2/28/15
Milestone
Summary
Project Summary
External Tasks
External Milestone
Deadline
2015
Aug Sep Oct Nov Dec Jan Feb Mar Apr May
..-*&
Table 2 -Cost Estimate Detail
Coalinga Disposal Site
1)Labor
Meelings & Project
Management
1
Preliminary
Engineering
2
Develop Final Closure
&Postclosure Mamt.
Plan
3
Plans,Specifications &
Engineer's Estimate
4
Construction Quality
Assurance
5
ET Cover Pan
Lysimeter
6
Total
Rate Hr.Price Hr*Price Hrs Price Hrs Price Hrs Price Hrs Price Hrs Price
$43 00 40 $1,920 00 24 $1.152 00 20 S 960 00 32 5 1.536 00 40 $1.920 00 $156
S 48 00 S $$S S $
$ 58 00 s $$$$s $
$58 00 $$$$S $S
$64 00 $$s $$s
$64 00 $113 $7,232 00 s $$$
$ 64 00 $$$$S s *
$ 73 00 s $s $1,440 S 105.120 00 50 $3,650 00
$ 73 00 s $s $s S
S 86 00 $24 $2.064 00 100 S 8 600 00 130 £11,180 00 s $
$86 00 $86 5 7.396 00 100 S 8,600 00 168 $14.448 00 40 $3,440 00 $
S 98 00 s $s $$s $
$108 00 $$s S $s $
$108 00 s $s $$$
$112 00 $S $$s I
S 122 00 s 42 $5,124 00 60 $ 7 320 00 86 $10,492 00 %S 1171200 $
$122 00 s 18 $ 2 196 00 $$$$
W Engineer 4 $130 00
$130 00
s
$
146 $18,980 00
S
$
$
12 $1.560 00
S
$
s $
W CNent Program Manager 1
W Project Manager 1
X Scientist 5
$130 00
$130 00
$145 00
s
$
$
$
s
$
s
5
I
$
$
$
s
s
I
$
X Project Engineer 4
X Client Program Manager 2
X Business Line Manager 1
S 145 00
S 145 00
$ 163 00
s
$
$22
$
$
$3,586 00 40
$
s
S 6 520 00 34
$
$
S 5,542 00
$
s
s
$
$
$96 $15.648.00
Y Scientist 6 $123 00
$163 00
s
s 8
$
$1,304 00
S
S
I $
s 8 S 1.304.00
$163 00 I $S $$$$
Y Client Program Mngr 3
$163 00 77 S 12.551 00 25 $4.075 00 24 $3,912 00
$
12 $1.956 00
$
25
15
$4.075 00
$2,160 00
s
s 50 S 7,200.00
Total Labor IB 1 19,611.00 608 S 63,109.00 Ut t 36,912.00 474 $46,714.00 1.656 S 128.427.00 SC S 3.660.00 3,184 $287,323.00
Expenses
Cateaorv
Subcontractors
Internal Equipment &Vehicles
External Equipment
In Stock Materials
Meetings &Project
Management
1
Preliminary
Engineering
2
Develop Final Closure
&Postclosure Main!
Plan
3
Plans,Specifications &
Engineer's Estimate
4
Construction Quality
Assurance
5
ET Cover Pan
Lysimeter
6
Total
Price
$
$
S 334.00
$
s
Price
$21,306 00
S 715 00
$
$53 00
S 1.007 00
Price
S 4 240 00
S
$
s
$
Price
S
s
$
$
$212 00
Price
$9.540 00
$5.480 00
S 143 00
$
$2,968 00
Price
$42,400 00
$
$
$
S
$77.486 00
J 6.195 00
$477 00
$53 00
$4,187 00
Other Direct Costs
Additional Geologist Services
Additional Lab Testing Fees
Total Expenses
S 436 00
S 770.00
$1.161 00
S 24,242.00
s
S 4,240.00
S 37 00
S 249.00
$15.344 00
$17 346 00
$40 000 00
$90,821.00 i 42,400.00
$17 346 00
$40.000 00
$162,722.00
j,20,281.001»77.i51.00 |»40.152.00 |»48,963.00 |$218.248.00 |»48.050.00 | $450,045.00 |
Reused 7H5/10