HomeMy WebLinkAboutAgreement A-10-551-1 with CBI Environmental Infrastructure Inc..pdf AGT. # 10-551-1
1 FIRST AMENDMENT TO AGREEMENT FOR ENGINEERING CONSULTANT SERVICES
2
3 THIS FIRST AMENDMENT (hereinafter called "AMENDMENT") TO AGREEMENT NO.
4 10-551 FOR SPECIALIZED PROFESSIONAL ENGINEERING CONSULTANT SERVICES
5 (hereinafter called "AGREEMENT'), is made and entered into this day o c
6 2015, and is effective retroactively to October 1, 2014, by and between the County of Fresno, a
7 political subdivision of the State of California, (hereinafter called "COUNTY"), and CB&I
8 Environmental and Infrastructure, Inc., 180 Promenade Circle, Sacramento, CA 95834
g (hereinafter called "CONSULTANT").
10 WITNESSETH:
11 WHEREAS, on September 28, 2010, COUNTY entered into the AGREEMENT with
12 Shaw Environmental & Infrastructure, Inc. (hereinafter called "SHAW")to provide civil design
13 engineering consultant services as more thoroughly specified therein, including the following: to
14 develop Final Closure and Post closure Maintenance Plans (hereinafter referred to as
15 "CPCMP")for the Coalinga Disposal Site (hereinafter referred to as "the CDS"), in accordance
16 with California Code of Regulations (CCR) Title 27 §21769 et seq.;to assist in obtaining all
17 regulatory approvals of the CPCMP; to prepare plans, specifications and Engineer's estimates
18 for the contemplated public works project for construction of the final cover and appurtenances
19 and gas monitoring network of the CDS (hereinafter"CDS Closure Construction Project"), once
20 regulatory approval for the CPCMP has been obtained; and to prepare a Construction Quality
21 Assurance Plan ("CQA Plan") and to provide such construction observation services as are
22 consistent with the approved CQA Plan during the CDS Closure Construction Project; and all
23 such design and engineering services provided under the AGREEMENT, including those
24 specifically listed above in this paragraph, shall hereinafter be referred to collectively as
25 "PROJECT"; and
26 WHEREAS, SHAW was selected to provide such professional design and engineering
27 consultant services necessary for PROJECT in accordance with COUNTY'S Ordinance Code
28 Chapter 4.10, governing the selection of architects, engineers, and other professional
1
1 consultants to provide such services as required by COUNTY; and
2 WHEREAS, SHAW subsequently was acquired by CONSULTANT, whereupon
3 CONSULTANT assumed the contractual duties and obligations of SHAW under the
4 AGREEMENT; and
5 WHEREAS, the term of the AGREEMENT was extended to June 30, 2016, by written
6 notification to CONSULTANT from DIRECTOR dated January 23, 2014, in accordance with the
7 provisions of Article XIX, Section B of the AGREEMENT; and
8 WHEREAS, CONSULTANT contends that it is entitled to additional compensation in
9 excess of that provided for in AGREEMENT; and
10 WHEREAS, said CONSULTANT represents that it is qualified and willing to perform the
11 engineering services required by COUNTY for PROJECT, under the terms and conditions
12 specified in AGREEMENT, as modified by this AMENDMENT.
13 WHEREAS, COUNTY and CONSULTANT agree that it is in their mutual best interests
14 for CONSULTANT to perform its remaining obligations under AGREEMENT while both
15 COUNTY and CONSULTANT expressly reserve their respective rights as to whether
16 CONSULTANT is entitled to additional compensation under AGREEMENT.
17 NOW, THEREFORE, the parties hereby agree as follows:
18 1. Article I, Section B of AGREEMENT is hereby deleted and replaced with the
19 following:
20 "B. Exhibit A is hereby deleted and replaced with Exhibit Al, which exhibit is
21 attached hereto and incorporated herein by this reference. CONSULTANT may retain
22 subconsultants as necessary for completion of the work encompassed by PROJECT. All
23 subconsultants used by CONSULTANT shall be approved by COUNTY'S Department of Public
24 Works and Planning Director or his designee (hereinafter called "DIRECTOR") before they are
25 retained by CONSULTANT, which approval shall not be unreasonably withheld. The
26 subconsultants listed in Exhibit Al, attached to this AMENDMENT and incorporated herein,
27 shall be considered as approved by DIRECTOR. Should CONSULTANT retain any
28 subconsultants, the maximum amount of compensation to be paid to CONSULTANT under
2
t
1 Article V below shall not be increased, and any additional compensation to be paid to
2 CONSULTANT for such subconsutant(s)' work shall be limited to a maximum of ten percent
3 (10%) of the total costs incurred by CONSULTANT as a result of the subconsultant(s)'
4 involvement in PROJECT. Additional fees other than the 10% markup on subconsultant
5 charges will not be reimbursed."
6 2. Article I, Section C of AGREEMENT is hereby deleted and replaced with the
7 following:
8 "C. Exhibit B is hereby deleted and replaced with Exhibit 61, which exhibit is
9 attached hereto and incorporated herein by this reference. CONSULTANT'S staff for its
10 PROJECT team shall be as listed in Exhibit 131. Any substitutions of personnel shall be
11 requested in writing by CONSULTANT and approved by DIRECTOR, which approval shall not
12 be unreasonably withheld. The approval by DIRECTOR shall be in writing and DIRECTOR
13 shall have a minimum of 15 working days to respond to CONSULTANT'S request for
14 substitutions of personnel. CONSULTANT shall notify DIRECTOR of the names and
15 classifications of employees assigned to PROJECT, and shall not reassign such employees to
16 other projects of CONSULTANT without notification to and prior approval by DIRECTOR."
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3. Article I, Section F of AGREEMENT is hereby deleted and replaced with the
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following:
19 "F. Unless and until such time as DIRECTOR is notified in writing of any
20 change, the Contact person(s)for CONSULTANT for all matters relating to AGREEMENT shall
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be:
22 Darrell Thompson
23 180 Promenade Circle
24 Sacramento, CA 95834-1912
25 (760) 977-8106 PHONE
26 darrell.h.thompson@cbi.com EMAIL ADDRESS"
27 4. Article V, Section A, Paragraphs 1 through 3, inclusive, at page 12, line 13
28 through page 13, line 10 of AGREEMENT, are hereby deleted and replaced with the
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1 following:
2 W. COMPENSATION:
3 A. Total Fee:
4 1. Exhibit C is hereby deleted and replaced with Exhibit C1, which exhibit is
5 attached hereto and incorporated herein by this reference. Notwithstanding any other
6 provisions in this Agreement, the Total Fee (Basic Fee and Extra Services Allocation)for the
7 services required under this Agreement shall not exceed the total sum of$520,000, comprised
8 of a Basic Fee of$450,045 and an Extra Services allocation of$69,955, which shall be
9 computed at the hourly and cost rates shown in Exhibit C prior to the effective date of this
10 AMENDMENT, and at the hourly and cost rates shown in Exhibit C1 from and after the effective
11 date of this AMENDMENT, as more thoroughly provided in the immediately following
12 Paragraphs 2 and 3 of this Section V.A.
13 2. Except as provided in Subparagraph (b) of this Paragraph V.A.2, the
14 hourly and cost rates listed herein for services rendered by CONSULTANT and subconsultants
15 of CONSULTANT shall remain in effect for the entire duration of AGREEMENT; provided,
16 however, and notwithstanding the foregoing:
17 (a) If AGREEMENT is in effect longer than one (1) year, then
18 CONSULTANT may make a request to MANAGER no earlier than the one-year anniversary of
19 the effective date of AGREEMENT (and may make such request on an annual basis thereafter),
20 that the rates in Exhibit C be adjusted prospectively, so long as the percentage adjustment does
21 not exceed the percentage adjustment in the Consumer Price Index for All Urban Consumers
22 (CPI-U)for San Francisco, Oakland and San Jose Area, for the most recent prior calendar year
23 for which such CPI adjustment information is available. Any such adjustment of the listed rates
24 in Exhibit C, pursuant to this Paragraph, may be authorized by the written approval of
25 MANAGER; and
26 (b) From and after the effective date of this AMENDMENT, Exhibit C
27 shall be deleted and replaced with Exhibit C1, so that the rates listed in Exhibit C1 thereafter
28 shall govern with respect to CONSULTANT'S hourly and cost rates.
4
1 3. Those expenses incidental to CONSULTANT'S and subconsultant's
2 performance of services under Article III of AGREEMENT that are listed in Exhibit C shall be
3 charged at the rates listed in Exhibit C prior to the effective date of this AMENDMENT, and at
4 the rates listed in Exhibit C1 from and after the effective date of this AMENDMENT, subject to
5 any adjustments that may be approved in accordance with the immediately preceding
6 Paragraph V.A.2. All other expenses incidental to CONSULTANT'S and subconsultant's
7 performance of the services under Article III of AGREEMENT that are not specifically listed in
8 Exhibit C or Exhibit C1 shall be borne by CONSULTANT."
g 5. Article V, Section B is hereby deleted and replaced by the following:
10 "B. Basic Fee:
11 1. Notwithstanding any other provisions in this Agreement, there will
12 be a maximum Basic Fee of$450,045 over the entire term of AGREEMENT. The Basic Fee
13 shall consist of a maximum fee for services enumerated in Article III or Exhibit G of
14 AGREEMENT.
15 2. Exhibit H is hereby deleted and replaced with Exhibit 1-11, which exhibit is
16 attached hereto and incorporated herein by this reference. The maximum Basic Fee is as
17 shown in Exhibit H1 and shall be divided as follows:
18 Task 1. Meetings and Project Management $20,281.00
19 Task 2. Preliminary Engineering $77,351.00
20 Task 3. Develop Final Closure and Postclosure Maintenance Plans $40,152.00
21 Task 4. Plans, Specifications and Engineer's Estimate $46,963.00
22 Task 5. Construction Quality Assurance $219,248.00
23 Task 6. Evapotranspirative (ET) Cover Pan Lysimeter $46,050.00
24 Total Basic Fee $450,045.00"
25 6. Article V, Section C, Paragraphs 1 through 4, inclusive, at page 14, lines 1
26 through 15, inclusive, are hereby deleted and replaced with the following:
27 "C. Extra Services:
28 1. There will be a maximum allocation of$69,955 over the entire
5
1 term of AGREEMENT to pay for authorized Extra Services. Payment of Extra Services in
2 excess of said amount is unauthorized except pursuant to another subsequent written
3 Amendment, approved in accordance with the provisions of Article XIV of this Agreement.
4 2. The CONSULTANT shall not undertake any Extra Services
5 without the advance written authorization of MANAGER. The CONSULTANT and the COUNTY
6 shall expressly confirm in writing the authorization and maximum cost for any such services
7 before the CONSULTANT performs Extra Services.
8 3. MANAGER shall have the discretion to adjust in writing the Basic Fee and
9 Extra Services limits as long as the Total Fee of$520,000 for the entire term of AGREEMENT is
10 not exceeded.
11 4. Payment for Extra Services will be at the hourly and cost rates set
12 forth in Exhibit C for such work performed prior to the effective date of this AMENDMENT, and
13 at the hourly and cost rates set forth in Exhibit C1 for such work performed from and after the
14 effective date of this AMENDMENT."
15 7. Article XIX, Paragraph A of AGREEMENT is hereby deleted and replaced
16 with the following:
17 "A. Exhibit D is hereby deleted and replaced with Exhibit D1, which exhibit is
18 attached hereto and incorporated herein by this reference. The CONSULTANT shall adhere to
19 the timeline established in Exhibit D1. Time limits established by the schedule approved by
20 MANAGER shall not, except as provided herein in AGREEMENT and Exhibit D1, be exceeded
21 by CONSULTANT. CONSULTANT shall maintain the PROJECT schedule and status report that
22 shall be updated and submitted to COUNTY on a monthly basis. Any changes to the schedule
23 shall be submitted for MANAGER'S approval and shall be accompanied by an explanation for
24 the requested change."
25 8. Article XIX, Paragraph B of AGREEMENT is hereby deleted and replaced
26 with the following:
27 "B. CONSULTANT shall complete all services required under AGREEMENT
28 in a timely manner, and shall complete performance of all of its contractual duties and
6
1 obligations under AGREEMENT by December 31, 2015; and AGREEMENT shall expire on
2 June 30, 2016, unless its term is further extended in writing by DIRECTOR, or it is terminated
3 earlier in accordance with the provisions of Article XX. It is the current intent of the parties that
4 the terms of AGREEMENT, as modified by this AMENDMENT and as subsequently may be
5 further modified or extended in accordance with the provisions of AGREEMENT, shall remain in
6 effect until completion including all regulatory approvals of PROJECT has been attained."
7 9. The following Article XXVII is hereby added to AGREEMENT:
8 "XXVII. RESERVATION OF RIGHTS
g It is understood and acknowledged, and expressly agreed by the parties hereto,
10 that COUNTY and CONSULTANT agree that it is in their mutual best interests for
11 CONSULTANT to perform its remaining obligations under AGREEMENT while both COUNTY
12 and CONSULTANT expressly reserve their respective rights as to whether CONSULTANT is
13 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.
4
5 CONSULTANT: COUNTY OF FRESNO-
6 . .
By: L--�� 'I JWT, ),
7 DEBORAH A. POOCHIGIAN HAIRMAN
Title: BOARD OF SUBERVISOR
8
9 Address: 180 Promenade Circle
Sacramento, CA 95834 APPROVED AS TO LEGAL FORM
10 DANIEL C. CEDERBORG
COUNTY COUNSEL
11
12 REVIEWED AND RECOMMENDED FOR2L
APPROVAL BY:
13 DEPUTY
14 BY:
ALAN WEAVER, DIRECTOR
15 DEPARTMENT OF PUBLIC WORKS
AND PLANNING APPROVED AS TO ACCOUNTING FORM
16 VICKI CROW, C.P.A.
ATTEST; AUDITOR-CONTROLLER/TAX
17 BERNICE E.SEIDEL, Clerk COLLECTOR
Board of SuRervisors
18 By
puty
19 BY:
DEPUTY
20
21 Fund/Subclass/Org/Account
0710/ 15000/ 9028/ 7295
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s
EXHIBIT Al
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
O 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 le for CB I Subce nsultants
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
Rates 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 Hydraulic Conductivity (one load, up to 150-ft heap) $350.00 each
Additional loads $125.00 each
High Load Fixed Wall 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 Teti
Seam Package ASTM D6392 Shear& Peel HDPE 2'/min $25.00
eomembrane Conformance
ASTM D5994 Thickness (Textured) $15.00
ASTM D6693 Tensile Properties $45.00
ASTM D4833 Puncture Resistance $40.00
ASTM D1004 Tear Resistance $45.00
Geotextile Conformance
ASTM D4632 Grab Tensile (Textile) $45.00
ASTM D4533 Trapezioda)Tear Resistance $45.00
ASTM D6241 Static Puncture Resistance of Geotextiles using 50 mm $250.00
ASTM D4491Permeability/Permittivity Constant Head/ Falling Head $80.00
ASTM D4751 Apparent Opening Size(AOS) $110.00
ASTM D5261 Mass per Unit Area (Geotextile) $20.00
eocomposite Conformance
Bonet Component
ASTM D5035 Tensile Strength (Geonet) $45.00
ASTM D1621 Compressive Behavior(Geonet) $175.00
ASTM D 5199 Thickness (Geonet) $15.00
Geotextile Component(Top and Bottom)
ASTM D4632 Grab Tensile (Textile) $45.00
ASTM D5199 Thickness (Geotextile) $15.00
ASTM D4491Permeability/Permittivity $85.00
Constant Head/Falling Head
ASTM D4751 Apparent Opening Size(AOS) $110.00
ASTM D5261 Mass per Unit Area (Geotextile) $20.00
Interface Shear
ASTM D5321 Interface Shear(HD/Geocomposite) 3 load, 0.2 in/min 15 $500.00
EXHIBIT C1
Appendix C1 - Rate Schedules
Rate Schedule for moore 'l-wining Associates, Inc.
See Attached
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Prevailing Wage Fee Schedule for
Professional Services
CB&I Environmental and Infrastructure, Inc.
Moore Twining Associates, Incorporated
www.mooretwining.com
Z;?MOORE TWINING
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INTRODUCTION............................................................................................................................... 2
BASIS {}F FEES ................................................................................................................................. 3
REVA|UNG WAGE FEE S[HEDULE--------------------------------- 5
PROFESSIONAL....................................................................................................................
SUPPORTSTAFF................................................................................................................... 5
FIELDINSPECTION FEES ...................................................................................................... 5
SOILMECHANICS DEPARTMENT......................................................................................... G
CONCRETE K8|X DESIGNS AND REVIEW -------------------------- D
GENERAL CONSTRUCTION MATERIALS DEPARTMENT------------------. 9
STEELDEPARTMENT ----------------------------------- 13
DRILLING DEPARTK4ENT---------------------------------. 14
GEOTE[HN|[ALENG|NEER|N{5 SERV|[ES ------------------------. 15
ENVIRONMENTAL DIVISION SERV|[ES-------------------------- 16
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.
_T Offices are maintained in Corona, Fresno,
Monterey, and Sacramento, with the Fresno
office also serving as the corporate
r 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 2527 Fresno Street
(Corporate Headquarters) Fresno, California 93721
Phone: 559.268.7021
Fax: 559.268.7126
Chemistry Division Fax: 559.268.0740
Corona 500 Harrington Street, Suite 11
Corona, California 92880
Phone: 951.898.8932
Fax: 951.898.8974
Monterey 501 Ortiz Avenue
Sand City, California 93955
Phone: 831.392.1056
Fax: 831.392.1059
Sacramento 5665 Power Inn Road, Suite C
Sacramento, California 95824
Phone: 916.381.9477
Fax: 916.381.9478
2015 Prevailing Wage Fee Schedule Page 2
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
special quotations will be provided upon request. Special consideration is given to projects involving
protracted periods of time 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 notify our office of a
cancellation at least 24 hours prior to the scheduled inspection.
4. Time Schedule: Basis of sampling, observation, drilling, travel, and other fees:
Rate of Changes Period
Regular Time Monday through Friday—eight hours from 8:00 a.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 hourly rate plus 10%for the first eight hours worked;
time in excess of eight hours will be charged at overtime rate
Third (Graveyard) Shift Regular hourly rate plus 15%for the first eight hours worked;
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 must be 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 services tickets will be furnished by Moore 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 rights to challenge unsigned services tickets. 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 of additional 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 local calls and $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 loth of the next
succeeding month following date of charge and are past-due thereafter. Past-due balances are
subject to a finance charge of 1.5% per month (an annual 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 of the invoice; thereafter, client acknowledges invoices are correct and valid.
20. The unit rates provided in this fee schedule will be applicable through December 31, 2015.
2015 Prevailing wage Fee Schedule Page 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
Expert Witness 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) $ 115.00 Night
2015 Prevailing Wage Fee Schedule Page 5
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 Dry Sieving(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) $ 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
Specific Gravity per 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 By Quote
series of detailed tests for each cement content, (includes freeze-thaw,wet-dry,
sample preparation,compaction curves,and seven-day compressive strengths)
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-117and 136,T-117 and 27) $ 120.00 Each
Specific Gravity&Absorption of Coarse Aggregate(ASTM C-127,T-85) $ 90.00 Each
Specific Gravity&Absorption of Fine Aggregate (ASTM C-128,T-84) $ 120.00 Each
Moisture Content of Coarse or Fine Aggregate $ 30.00 Each
Magnesium or Sodium Sulfate Soundness(AASHTO-T104,ASTM C-88) Five Cycles, $ 300.00 Each
includes Grading
Cleanness Value(CT-227) $ 110.00 Each
Durability Index(ASTM D3744, CT-229,T-210) $ 120.00 Each
Potential Reactivity—Chemical Method,Coarse or Fine (ASTM C-289) $ 300.00 Each
Clay Lumps and Friable Particles(ASTM C-142,T-112) $ 150.00 Each
Organic Impurities(ASTM C-40,T-21) $ 80.00 Each
Sand Equivalent Value of Soils Fine Aggregate(ASTM D-2419,CT 217-1,T-176) $ 90.00 Each
Percent of Crushed Particles(CT-205,ASTM D-5821) $ 90.00 Each
Los Angeles Rattler Abrasion Test(ASTM C-131,T-96) $ 130.00 Each
Los Angeles Rattler Abrasion Test,ASTM C-535 $ 180.00 Each
Complete Series of Tests in Accordance with ASTM-33 By Quote
2015 Prevailing Wage Fee Schedule Page 7
Concrete—Gunite-Shotcrete
Standard Mix Design—Portion of Cement,Aggregates, and Water for $ By Quote Each
Specific Compressive Strength Less Than 4,000 psi (includes Sieve Analysis,Specific
Gravity,Absorption,and Fineness Modules)
Concrete—Gunite-Shotcrete
Standard Mix Design—Portion of Cement,Aggregates, and Water for $ By Quote Each
Specific Compressive Strength Less Than 4,000 psi Without Aggregate Tests
Concrete Mix Design to Establish Water—Cement Ratio Curve, includes Aggregate $ 950.00 Each Trial
Tests and Three Trial Batches(ACI-613)
Concrete Mix Design—Proportions of Materials to Aggregate Tests,One Trail Batch $ 700.00 Each
with Six Test Cylinders
Mix Design Review with All Aggregate Data Supplied $ 150.00 Each
Masonry Mortar Mix Design—Trial Batch,Compressive Strength Specimens,and $ By Quote Each
Water Retention,ASTM C270/C-144
Group Mix Design,ASTM C-476 $ By Quote Each
2015 Prevailing Wage Fee Schedule Page 8
Concrete Cylinder Compressive Strength(6"x12") $ 80.00 Set of 4
Concrete Cylinder Processed and Stored, Not Tested $ 10.00 Each
Concrete Cylinder Compressive Strength(6"x12") $ 20.00 Each
Concrete Cylinder Compressive Strength (4"x8") $ 80.00 Set of 5
Compressive Strength of Drilled Concrete Core-ASTM C-42 $ 40.00 Each
(Saw Cutting Not Included)
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,ASTM C567 $ 25.00 Each
Lightweight Insulating Concrete Compressive Strength $ 25.00 Each
ASTM C-513,C-495
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 $ 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, $ 180.00 Each
Caltest 202(Coarse&Fine, includes Wash)
Sand Equivalent,Caltest 217 $ 90.00 Each
Durability Index, Caltest 229, Per Fraction $ 120.00 Each
Percent Crushed Particles,Caltest 205 $ 90.00 Each
2015 Prevailing Wage Fee Schedule Page 9
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 $ 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 By Quote
Film Oven Exposure(RTFC)
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 777 By Quote
Ductility at 77°F By Quote
Flash Point, °F by Cleveland Open Cup(C1.00) 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 $ 30.00 Each
Unburned Clay Brick (UBC Standard 24-14)
Adobe Brick—Compression,Absorption, Modulus of Rupture,and Moisture $ 350.00 Test
(Average of Five)
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(If Cut 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) $ 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 C1 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 Slope Stability Analyses
Pavement Design and Failure Studies On-Site Sewage Disposal Design
Seismic Hazards Evaluations Preparation of Earthwork Specifications
Pile Driving, Pier,and Foundation Observations Review and Construction Consultation
Foundation Failure Studies
Geotechnical Engineering Studies
Preliminary Site Investigations(For Schools,Subdivisions, Dams, Bridges, By Quote
Hospitals,Slope Stability, Commercial Buildings,etc.
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, ll,and III Site Assessments Remedial Investigations
Groundwater Monitoring Well Installations Soil and Water Sampling
Groundwater Evaluations and Monitoring Well Survey
Hydrologic and Hydrogeologic Surveys Confirmation Testing
Feasibility Studies Evaluation Geologic Conditions
Risk Assessments Dynamic Soil Response for Seismic Hazard
Remedial Action Plans Underground Storage Tank Investigations
Soil and Water Sampling $ 65.00� Hour
Workplan By Quote
Site Assessments(Phase I, II, & II) By Quote
Remedial Investigations By Quote
Groundwater Monitoring Well Installation 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 $ 6.00 Each
Gastechto Portable Gas Alarm $ 75.00 Day
Organic Vapor Meter(OVM) $ 100.00 Day
Fisher M-Scope TW-6 Magnetic Locator $ 75.00 Day
* 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
*** Drilling Under Level B Personal Health and Safety Protection- Disposable,Chemically Resistant Clothing;Supplied-air Respirators
**** Drilling Under Level A Personal Health and Safety Protection- Fully Encapsulated,Including Supplied-air Respirators
2015 Prevailing Wage Fee Schedule Page 16
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Table 2-Cost Estimate Detail
Coalinga Disposal Site
Meetings&Pro act Plan Mamt ect Preliminary Develop Final Closure plans,Specifications d Construction Quality ET Cover Pan
Management Engineering 8 Posicl Engineers Estimate Asurance Ls
Plan gene ima ysimefer Total
1 2 3 4 5 6
crtwwy Title Raw H,. Price Hrs Price H19 Price Hrs Price Hrs Price ro4 Pnce Hrs PHce
in N Adm Assist 1 $ 46 00 w $ 1,920 00 24 $ 1 15200 2c $ 96000 31 5 1 53600 ao S 1 92000 $ 156 $ 7,488.00
N Drafter i g 4800
O Technmian 2 $ 5807 - 5 - $ $ - $ - $ $ S
O Soen6st 1 $ 5800 $ g - $ $$_ _
$ f
P Admmistrabve Asst 3 $ 6400 $ - g g $ $ $ S
P Techninan 3 $ 64 00 $ - f f 3 $ 7 232 00 $ - $ - g - - $ - 113 $ 7,232 00
P Engineer 1 $ 64 00 g - - $ g $ _ _ $ - $ $
O Engineer 2-Field $ 73 00 $ $ S g 440
S 10512000 50 $ 3,65000 7,490 f /08,770.00
O Bcienhsl2 $ 73 00 - $ - $ - $
$ $ 5 S
R Drafts,3 S 8600 S - 24 $ 206400 1 Iao 5 860000 130 S 11,18000 $ E 254 S 21,944.00
R Engineer 2-Office $ 8600 - $ - ea $ 7 396 00 1W $ 8,60000 168 $ 14,44800 as $ 3.440 00 - $ 394 $ 33.384 00
$ Scienbst 3 $ 98 0 - $ $ $ _ _ _ _
$ $ $ f
T Drafter 4 $ 108 00 $ - $ - g _ $ g g f
T Project Controls Cost Sch 3 S 10800 3 $ - $ - 5 g g _ $
u Proect Saenbst 3 $ 11200 - $ $ _ _ S - $
V Engmeer 3 $ 12200 $ 42 $ 5,124001 60 $ 7 320001 e6 $ 10,492001 96 $ 11 71200 $ 284 $ 34.648.00
V Scientist4 $ 12200 $ - t6 $ 219600 - $ $ g $ 16 S 2,196.00
W Engineer4 $ 13001 $ - 146 $ 18,98000 $ tx $ 1,56000 - $ - 5 153 $ 20,54000
W Proect Engmeer 3 $ 130 0 $ - $ g - $ $ $ _ _ $
W C4en1 Program Manager 1 $ 13000 - $ S g _ - $ $ _ $ f
W Prolect Manager 1 $ 13000 - $ - $ $ _ - $ - g _
b f
X Scientist 5 $ 14500 - $ $ $ - $ _ $
x Prolect Engineer 4 $ 14500 - $ - $ g - $ g $ _ $
X Client Program Manager 2 5 14500 - $ $ $
X Business Line Manager 1 S 145 00 - $ - $ - - $ - $ - $ - $ $
V Engee 5 $ 16300 $ - 22 It 3,58603 +0 $ 652000 34 $ 5,54200 $ $ 98 $ 15.64800
Y Saenbst6 $ 12300 - $ - - $ g g _ $ $ f
Y Proect Engineer 5 $ 163 00 - $ 6 $ 1,304 00 $ $ $ $ 8 $ d7,2GO.N
Y Prolect Saentist 5 $ 16300 - $ - $ - $ $ g - $ _ $
Y Client Program Mngr 3 $ 16300 77 S 12,55100 25 $ 407500 24 $ 391200 I2 $ 195600 25 $ 407500 - $ 163 S Y CPM 3-Travel $ 144 00 35 S 504000 $ - f � $ 15 5 2,16000 - $ 50 $Total Labor t53 3 1861100 606 3 ti310900 xa S 36,91200 470 S d6,714.00 1.656 S 125.42700 59 S 7f6000 3,194 S 2
Meetings&Project Preliminary Develop Final Closure Plans,Specifications& Construction Quality ET Cover Pan
g &Postclosure Maint grneeis Estimate Assurance Lyslmeler Tobl
Management Engmeerin Plan En
Expenses 1 2 3 4 5 6
Cage oy Price Price price Price Price Price Price
Subcontractors $ - $ 21.306 00 $ 4 240 00 S $ 9 540 00 S 42,400 00 $ 77 486 00
Internal Equpment&Vehicles $ - S 71500 $ $ $ 548000 $ $ 619500
Externaf Equipment $ 334 00 $ $ $ $ 14300 $ $ 41700
In Stock Materials $ - $ 53 00 $ $ - $ - $ $ 53 00
External Matenais 8 $ 100700 $ $ 21200 $ 2,96800 5 $ 4,187 00
Other Direct Costs S 43600 $ 1,161 00 $ $ 3700 $ 15 344 00 $ - $ 1697800
Additional Geologist Services $ 1734600 $ 1?346 00
Additional Lab Testing Fees $ 40 000 00 $ 40 000 00
Total Expenses $ 770.00 $ 24,24200 $ 4,240.00 S 249.00 $ 90,821.00 1$ 42A00.00 1$ 162,722.00
Total Pike S 20,281.00 $ 77,351.00 f 40,152.00 S 48,663.00 1$ 219,20bi)1$ 46,050.00 450 045.00
Remsx1711910