HomeMy WebLinkAboutAgreement A-13-765-1 with Quincy Engineering Inc..pdf 18-0823 Agreement No. 13-765-1
1 FIRST AMENDMENT TO AGREEMENT FOR ENGINEERING CONSULTANT SERVICES
2 THIS FIRST AMENDMENT TO AGREEMENT FOR ENGINEERING
3 CONSULTANT SERVICES (Agreement No. 13-765, hereinafter called "the AGREEMENT"), is
4 made and entered into this 6th day of November 2018, by and
5 between the County of Fresno, a political subdivision of the State of California (hereinafter called
6 "the COUNTY"), and Quincy Engineering, Inc., (a California Corporation), 11017 Cobblerock
7 Drive, Suite 100, Rancho Cordova, CA 95670 (hereinafter called "the CONSULTANT").
8 RECITALS
9 WHEREAS, the CONSULTANT has been selected to prepare Plans, Specifications,
10 Engineer's Estimate, and to provide other engineering and environmental services required for
11 the design and California Environmental Quality Act and National Environmental Policy Act
12 approval of the Italian Bar Road Bridge over Redinger Lake, hereinafter referred to as "the
13 PROJECT"; and
14 WHEREAS, the CONSULTANT has been selected in accordance with the COUNTY's
15 Ordinance Code Chapter 4.10 on the selection of architects, engineers, and other professionals
16 to provide the engineering services necessary for the PROJECT.
17 WHEREAS, the AGREEMENT has been extended twice in writing and is currently set to
18 expire by its terms on December 10, 2018; and
19 WHEREAS, the PROJECT is not yet complete; and
20 WHEREAS, the PROJECT requires additional funding to be completed; and
21 WHEREAS, it is in the best interest of the COUNTY to retain the services of the
22 CONSULTANT to maintain continuity of the design of the PROJECT; and
23 NOW, THEREFORE, the CONSULTANT and the COUNTY hereby agree to amend the
24 AGREEMENT for the PROJECT as follows:
25 1. Article IV, Section A of the AGREEMENT is hereby deleted and replaced with the
26 following:
27 "A. This First Amendment to the AGREEMENT shall go into effect immediately
28 upon execution by the COUNTY. As hereby amended, the term of the AGREEMENT is hereby
COUNTY OF FRE5NO
Fresno,California
10105/16
Page 1 of 3
1 further extended by an additional three years and therefore shall expire on December 10, 2021,
2 unless prior to its expiration the term of the AGREEMENT is further extended in writing, for no
3 more than two additional one-year terms, by mutual consent of the Department of Public Works
4 and Planning Director or designee and the CONSULTANT."
5 2. Article I, Section C of the AGREEMENT is hereby deleted and replaced with the
6 following:
7 "C. The Contract Manager for the COUNTY is Joseph Harrell, Senior Engineer,
8 whose contact information is 2220 Tulare Street, Suite 600, Fresno, CA, 93721, 559-600-4534,
9 iharrell(a)-fresnocountyca.gov. From time to time as may be necessary, other COUNTY staff may
10 act in the place of the COUNTY's Contract Manager and exercise all of the responsibilities
11 afforded thereto. The Project Manager for the CONSULTANT will be notified of any changes in
12 the COUNTY's Contract Manager. The Project Manager for the CONSULTANT will be Mark
13 Reno, P.E.; whose contact information is 11017 Cobblerock Drive, Suite 100, Rancho Cordova,
14 CA 95670, 916-368-9181, markr(cDguincyeng.com ."
15 3. Article V, Section D of the AGREEMENT is hereby deleted and replaced with the
16 following:
17 "D. The Total not-to-exceed amount for the AGREEMENT is $1,458,783."
18 4. Additional work to be performed under the Amendment to the AGREEMENT is
19 detailed in Exhibit A-1, attached hereto and incorporated into Exhibit A of the AGREEMENT.
20 5. Additional fees to be paid to the CONSULTANT for the additional work is detailed
21 in Exhibit E-1, attached hereto and incorporated into Exhibit E of the ARGEEMENT.
22 6. All other terms and conditions contained in the AGREEMENT are unaffected by
23 this First Amendment to the AGREEMENT and shall remain in full force and effect.
24
25
26
27
28
COUNTY OF FRESNO
Fresno,California
10/05/18
Page 2 of 3
1
2 IN WITNESS WHEREOF, the parties have executed this First Amendment to Agreement on
3 the date first set forth above.
4 CONTRACTOR AND/OR CONSULTANT COUNTY OF FRESNO
5
Quincy Engineering, Inc.,
6
7
Authorized Signat+ S Vlui6ter4, Chairperson of the Board of
8 Svi of the County of Fresno
9 Print Name and Title
ATTEST:
10 Bernice E. Seidel
11017 Cobblerock Drive, Suite 100 Clerk of the Board of Supervisors
11 County of Fresno, State of California
12 Rancho Cordova, CA 95670
By �-
13 Deputy
14
15
16
17
18
19
20
FOR ACCOUNTING USE ONLY
21 ORG No 4510
22 Account No. 7295
Fund No. 0010
23 Subclass No. 11000
24
25
26
27
3
EXHIBIT A-1
s�
Fresno County �
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FRQ�
June 1, 2018
SCOPE C r WORK
Quincy Engineering, Inc. (Quincy) provides this Scope of Work to Amend our existing Contract with the County of
Fresno, Department of Public Works and Planning(County). This additional scope of work is required based on
recommendations from Caltrans Department of Structures Local Assistance (SLA)to provide additional
geotechnical borings at each support location of the planned replacement bridge on Italian Bar Road over
Redinger Lake (Bridge No.42C0678). This project is Federally Funded through the Highway Bridge Program
(HBP) with Federal Aid No. BRLO-5942(214).
The scope of work provided below will provide the County with the Engineering Services required to provide the
additional borings and incorporate the additional information into the Project plans and Specifications which
Caltrans is requesting. This will also provide for development of the revegetation plan as requested by the
California Department of Fish and Wildlife Service (CDFW). Services include Project Management, Geotechnical
Services, Permitting, Development of Revegetation Plan and Engineering Services. Depending upon the
additional boring data,the project Plans, Specifications and Estimate may need to be revised prior to Contract
Bid.
TASK 1: PROJECT MANAGEMENT
Task 1.3: Project Management
Quincy will provide additional Project Management tasks which include coordination with the County,Team
management, product development tracking,Team and stakeholder communication, and project progress
and budget reporting. Quincy will update, develop,track, and lead the following project management tasks:
• Critical Path Schedule Updates;
• Monthly Invoices, Progress Reports, and Look-Ahead Summaries;
• Provide the County with HBP paperwork assistance and facilitation; and
• Prepare all submissions for the County to submit to Caltrans Local Assistance
Task 1.3.1: Additional Project Review Meetings
Quincy will lead project meetings:
• One PDT teleconference status meeting with County and Caltrans;
• Meeting Agenda, summary, and Action Item Summary/Tracking;
Subconsultants will participate in Project Team Meetings as needed by teleconference when appropriate.
Task 1.3.2: Additional Engineering Support of Geotechnical and Permitting Tasks
Quincy will provide support services to Kleinfelder and AWE in their efforts to obtain the permitting and
performance of additional geotechnical borings.
Task 1.3.3: Additional HBP Paperwork Assistance
Quincy will assist the County with HBP paperwork as needed. It is anticipated that a Revised LAPM 6D
Form (and supporting forms) will be required because of the anticipated change in scope and cost
associated with the additional geotechnical drilling. The estimated construction cost will also increase
because of the yearly escalation.
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Fresno County
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Task 1 Deliverables:
✓ Schedule Updates, Monthly Invoicing, Progress Reports, PDT Teleconference Meeting
✓ HBP Paperwork, Submittal Preparation
TASK 3: GEOTECHNICAL INVESTIGATIONS & FOUNDATION REPORT
Task 3.3: Bridge Foundation Report (Additional Borings)
GENERAL INFORMATION
This proposal is based on conversations and emails with representatives from Quincy Engineering and a
prior initial site assessment. The project involves the replacement of the bridge on Italian Bar Road spanning
the San Joaquin River.The bridge will be supported on drilled piers with rock sockets. Caltrans Local
Assistance and Division of Structures has requested additional subsurface investigation at the bent and
abutment locations on the north end of the proposed Italian Bar Road Bridge. One (1) boring is required at
the bent location and two (2) borings are required at the abutment to estimate the rock profile across the
bent foundation.
The work is planned to occur in September/October 2018.The additional borings are assumed to be drilled
in one the of the following conditions:
1. Dry conditions at the abutment and bent location when the lake is down.
2. Submerged conditions at both the abutment and bent locations when the lake is full. Assumes the
use of a barge requiring a minimum of 3 feet draft for operation.
3. A combination of dry and submerged conditions, where the abutment is in the dry and the bent
location is submerged.The drilling operation in the dry requires sufficient area to work, which
assumes the water level would be a minimum of 3 feet below the ground elevation at the abutment.
This also assumes the use of a barge requiring a minimum of 3 feet draft for operation at the bent
location.
Pre-Drilling Activities
Kleinfelder will mark the site with white paint and notify Underground Service Alert (USA) of the planned
field exploration program at least 48 hours in advance of drilling the proposed borings.A project and task-
specific Health and Safety Plan will be prepared for the proposed field exploration program.The plan will be
discussed each day before drilling activities begin and with each person entering the site during the drilling
operation.
Field Observation/Investigation
Kleinfelder proposes to explore the subsurface conditions at the site by drilling a total of three (3)
exploratory test borings at the anticipated support locations.The borings are proposed to extend to forty
(40)feet below existing ground surface. It is anticipated that this depth of exploration will consist of about
twenty-five (25)feet of soil/cobble followed by fifteen (15)feet of rock core. Consistent with normal
procedures, the final depths will be dependent on the characteristics of the rock encountered.An engineer
from our firm will maintain logs of the soils and rock encountered and obtain samples for visual
examination, classification, and laboratory testing.
There are two plans for executing the field exploration. The first is to lower or pack an all-terrain drill rig to
the abutment and bent locations during the San Joaquin River's dry season. Depending, on the lake/river
level, it may be necessary to utilize a barge to support a drill rig and float over the drill location proposed at
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the bent location. For this option, a minimum of 2 feet of water over the drill location is required to float the
barge.The costs associated with these approaches is summarized in this proposal.
Laboratory Tests
Laboratory tests will be performed on selected samples retrieved from the exploratory borings to evaluate
certain characteristics of the foundation materials encountered.Tests presently anticipated include but may
not be limited to: unconfined compressive strength of rock. The actual number and type of tests performed
will be based on the soil/rock conditions encountered.
Analysis and Report Preparation
Results of the field explorations, laboratory testing, and engineering analyses will be summarized in the
revised Foundation Report including a discussion of the subsurface soils and rock conditions encountered in
the additional borings, bedrock elevations, revised pile data table indicating the pile tip elevations.
Under no circumstances will we provide a copy of the reports to other design consultants or contractors
without written permission from our client. Information gathered by Kleinfelder will be considered
confidential and will be disclosed to third parties only upon the client's written authorization or as required
by law. California state law requires Kleinfelder to inform the appropriate government agencies if a situation
is encountered,which may immediately endanger the public's health or welfare and/or the environment.
CONDITIONS
We require the right of entry to conduct the investigation.This proposal is based on the presumption that
you will provide any and all current available utility data. Kleinfelder will provide notification to
Underground Service Alert, as required by law to help locate existing utilities.The client should be aware
that penetrating the site's surface is inherently risky. It is impossible to determine with certainty the precise
location of all structures that may be buried in the ground. Kleinfelder's fee is not adequate to compensate
for both the performance of the services and the assumption of risk of damage to such structures. With
proper USA notification, disruption of utilities or damage to underground structures will be the
responsibility of the utility owner. Services rendered by Kleinfelder to repair them will be billed at cost.
Task 3 Deliverables:
✓ Revised Final Foundation Report
✓ Revised Log of Test Borings(LOTB) sheets
TASK 6: ENVIRONMENTAL
Task 6.7: Permitting Assistance-Geotechnical Investigations
AWE will prepare permit applications for the Geotechnical testing.This scope of work assumes that Quincy
Engineering, Inc. (QEI) and/or Kleinfelder will provide a detailed description of the methods to be used,
including equipment type and size, quantities of extraction and fill, and timing and duration of activities.
AWE will work with QEI and Kleinfelder to guide the development of the details required by CDFW for their
permit. Also, if other permits or approvals are required (e.g., County well permit, Forest Service permit or
authorization), QEI will complete those applications separately.
U.S.Army Corps of Engineers Clean Water Act Section 404 Nationwide Permit 6.The proposed activities
qualify for coverage under the Corps' Nationwide Permit(NWP) 6 for Survey Activities with less than 1/10-
acre disturbance in compliance with General and Regional Conditions. Nationwide Permit 6 does not require
a Pre-construction Notification.This scope of work assumes that the area of disturbance for the
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geotechnical testing will be less than 1/10-acre and will qualify for non-reporting NWP 6.Therefore, no
application to the Corps will be needed.
Regional Water Quality Control Board (RWQCB)Clean Water Act Section 401 Notice of Intent. Since the
geotechnical testing will qualify under NWP 6, the activities are covered under a Section 401 General Order
as a Certified Nationwide Permit, which is still subject to conditions and notification. As required by the
State Water Resources Control Board,AWE will complete and submit a Notice of Intent (NOI), including an
application fee ($1,500),to the Central Valley RWQCB.
California Department of Fish and Wildlife Section 1602 Lake or Streambed Alteration Agreement.AWE
will prepare a Notification of Lake or Streambed Alteration for submittal to the California Department of Fish
and Wildlife (CDFW). Based on our recent experiences with CDFW Region 4 LSAA department on the Italian
Bar Bridge and other projects, CDFW will request detailed plans and specifications for the geotechnical
work.AWE, QEI, and Kleinfelder will work together to describe the testing effort in detail. AWE will prepare
and submit the LSAA Notification and associated application fee (estimated as$2,200)to CDFW.
Permitting Assistance for Construction Services—CDFW Revegetation Plan. During the permitting phase
coordination with CDFW, it was determined that a formal Revegetation Plan will be required to be
submitted prior to approval and issuance of the Streambed Alteration Agreement. To address replanting
obligations for the Project and meet the CDFW requirement for a replanting plan,AWE will prepare a
Revegetation Plan.The Replanting Plan will present an analysis of expected impacts on trees and shrubs
from project activities; species and size of trees assumed to be removed will be identified. The Replanting
Plan will propose a compensation ratio for removed trees and will provide a written description of the
methods and materials to be used for planting, including the species of plants, irrigation details, and weed
control methods.The plan will also describe monitoring methods, success criteria, and contingency actions.
AWE will prepare a Draft Revegetation Plan and submit the draft to Quincy Engineering for review.After
incorporating Quincy Engineering comments,AWE will submit the Revegetation Plan to the County for
review. After receiving any comments from the County, AWE will submit the Revegetation Plan to the
CDFW to use in issuing a Lake or Streambed Alteration Agreement for the Project.
Task 6 Deliverables:
✓ Draft and Final Revegetation Plan
✓ Draft and Final from CDFW application
✓ LSAA Permit Filing Fee (Approx. $2,200)
TASK 7: FINAL DESIGN & DETAILING
Task 7.1: Revise Bridge Design
The bridge foundation design will be updated based on the results of the geotechnical borings. Quincy will
verify validity of existing bridge design calculations compared to the data obtained in the additional borings.
Quincy will update bridge design calculations as necessary at Abutment 3 and Pier 2 Cast-in-Drilled-Hole
concrete piles.
Task 7.6: Revise Independent Design Check
After the Bridge Design and Plans have been updated, the Independent Design Check will be revised to
verify that updated information is correct. The designer and checker will come to agreement on any
discrepancies in the revised design.
[9: QUINCY 41 1' _'>
Fresno County "
Engineering Services Amendment: Italian Bar Road over Redinger Lake Bridge Replacement
xae?
Task 7.8: Quantity and Engineer's Estimate Revisions
Quincy will update the project Quantities and Engineer's Estimate of Construction costs based on the results
of the additional borings and updated plans. Quincy will update and revise Project Specifications as
necessary based upon new geotechnical information. Quincy will also perform additional QA/QC on revised
plans, specifications and estimate.
Task 7.9: Re-Submittal of Final PS&E
Quincy will update the project plans based on the results of the additional geotechnical borings and updated
design calculations. Quincy will re-submit a revised Final PS&E package.
The final PS&E Re-Submittal will include:
Task 7 Deliverables:
✓ Revised Bridge Design Calculations and Independent Design Check Calculations (1 copy, PDF)
✓ Revised Final Plans, (6-copies 11"x17" electronic copy AutoCAD Civil3d/PDF, 1 Vellum Set)
✓ Revised Project Specifications, (8%:x11 electronic copy PDF, MS Word format)
Revised Engineer's Estimate (Electronic Copy MS Excel/PDF Format)
(�)QUINCY 5 1 P a g e
�/ ENGINEERING
Exhibit E-1
Cost Proposal
San Joaquin River Bridge on Italian Bar Road Bridge Replacement Project
Additional Geotechnical Exploration Federal Project No. BRL005942(214)
Date 6/1/2018
Quincy Engineering, Inc.
Direct Labor: $7,413.40
Estimated Salary Increases for Multi-Year Project $0.00
Subtotal $7,413.40
Overhead (1 794). $13,299.64
A. Labor Subtotal $20,713.04
Subconsultant Costs:
Kleinfelder $79,355.00
Area West Environmental, Inc. $19,643.06
0 $0.00
0 $0.00
0 $0.00
0 $0.00
0 $0.00
0 $0.00
0 $0.00
B. Subconsultant Subtotal $98,998.06
Other Direct Costs:
Travel (@ active IRS mileage rate) 0 miles @ $0.545 $0 00
Pier Diem/Hotel 0 days @ $150.00 $0 00
Delivery 0 @ $20.00 $0 00
Vendor Reproduction
Vellum @ $0.00
81/2 X 11 Reproduction @ $0.00
11 X 17 Reproduction @ $0.00
Mounting Boards for Presentations @ $0.00
Newsletters (Translation and printing) @ $0.00
Subtotal Vendor Reproduction $0.00
Title Report @ $0.00
Miscellaneous
C. Other Direct Cost Subtotal: $0.00
Labor Subtotal A. = $20,713.04
Fixed Fee (10.0%): $2,071.30
Subconsultant Subtotal B. _ $98,998.06
Fixed Fee (0.0%): $0.00
Other Direct Cost Subtotal: C. _ $0.00
Fixed Fee (0.0%): $0.00
TOTAL = $121,782.40
Note: Invoices will be based upon actual QEI hourly rates plus overhead at 179.4%
plus prorated portion of fixed fee. Subconsultant and Direct Costs will be billed at actual cost.
The overhead rate (ICR) shall remain fixed for the contract duration or until both parties agree
to modify the rate in writing.
2018 05 31 IBR Addl Geotech Cost and Budget Sheet MLR Project 1 Budget r I Q U I N CY
Exhibit E-1
Cost Proposal
Project Number:F07-300 Project Name:San Joaquin River Bridge on Italian Bar Road Bridge Replacement Proj
T N
O O V O
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O7 = N O 0 f0 J tl m > C C
Lj 01 01 01 tj M L I- I- O V U z _C m E
n W W W a lL m c � j �` O N
o 0 0 T Q Q d Y Q w a
TASKS fr n W fn Q- Q U U U)
Labor+OH Actual Labor
MR RF GY IRS JO EM BM PK Direct Labor Multiplier Fee Multiplier 1 Multiplier
No. Initial Hourly Rate $86.00 $56 60 $67 70 $72 00 $78 10 $48 80 $47 10 $27 40
Additional Geotechnical Exploration 2.794 10% 3.073
1 Project Management 8 8 $688 $1,922 $192.23 $2,114 $0
1.3.1 Meetings 4 4 8 $571 $1.596 $159.59 $1,756 $0
1.3.2 Support Geotech and Permitting 16 16 $909 $2.539 $253.92 $2,793 $0
1.3.3 HBP Paperwork 4 4 $344 $961 $96.11 $1,057 $0
3 Geotechnical Investigations 0 $0 $0 $0.00 $0 $79,355
_ $79,355
6.7 Environmental/Permitting Assistance 0 $0 $0 $0.00 $0 $19,643
$19,643
7.1 Revise Bridge Design 16 16 $909 $2.539 $253.92 $2.793 $0
7.6 Revise Independent Design Check 12 12 $812 $2,270 $226.98 $2,497 $0
7.8 Quantity and Estimate Revisions 8 4 4 2 4 22 $1,365 $3,813 $381.27 $4,194 $0
7.9 Resubmit Final PSE 4 8 8 4 16 40 $1,816 $5,073 $507.28 $5,580 $0
0 $0 $0 $0.00 $0 $0
0 $0 $0 $0.00 $0 $0
$0 $0
Subtotal-Hours 20 52 16 4 2 12 4 16 126 $7,413.40 $20,713.04 $2,071.30 $22,784.34 0
Estimated Salary Increases for Multi-Year Project $0.00 $0.00 $0.00 $0.00
Other Direct Costs $0.00
0
iotai Cost 1 $1.7201 S2,954 $1,083 $288 $156 $586 $188 $438 $7,413 VA13 $20,713 $2,071 $22,784 $79,355 $19,643 $0 SO $0 $0 $0 $0 $0 $98,998
2018 05 31 IBR Addl Geotech Cost and Budget Sheet MLR Project 1 Hrs 9/2042018 [-I Q U I N CY
�/ ENGINEERING
Exhibit E-1
Local Assistance Procedures Manual EXHIBIT 10-H
Cost Proposal
Exhibit 10-H1 Cost Proposal
Actual Cost-Plus-Fixed Fee Contracts
�x Prime Consultant FISubconsultant
Consultant Ouincv Enaincerine,Inc.
Project Name San Joaquin River Bridge on Italian Bar Road Bridge Replacement Project
Project No. F07-300 Contract No 13-765 Date 6/1/2018
DIRECT LABOR
Classification/Title Name Initials Range Hours Initial Total
Hourly Rate
Principal En " Mark Reno MR $70-$105 20 $ 8600 $ 1,72000
Senior Eng Robert Ferguson RF $49-$79 52 $ 56.80 $ 2,953.60
Senior Eng Greg Young GY $49-$79 16 $ 6770 $ 1.083.20
Senior Eng. Rodney Simmons IRS $49-$79 4 $ 72.00 $ 288.00
Principal Eng Jeff Olson JO $70-$105 2 $ 7810 $ 15620
Assist Eng II Erin McPherson EM $32-$55 12 $ 4880 $ 58560
CAD Manager Bob Maechler BM $34-$56 4 $ 4710 $ 188 40
CAD Tech Patrick Kenney_ PK $22-$37 16 $ 2740 $ 43840
Blank 0 $ $ -
Blank 0 $ $
Blank 0 $ $
Blank 0 $ $
Blank 0 $ $
Blank 0 $ $
Blank 0 1 $ $
Blank 0 $ $
126 $ 7,41340
LABOR COSTS
a) Subtotal Direct Labor Costs $7,413 40
b) Estimated Salary Increases for Multi-Year Project S0 00 r.-;,,page attached,
c)TOTAL DIRECT LABOR COSTS[(a)+(b)] $7.413.40
INDIRECT COSTS
d) Fringe Benefits(Rate:45.95%): e)Total Fringe Benefits[(c)x(d)] $3,406.46
0 Overhead(Rate:133 5%): g)Overhead[(c)x(f)] $9,893.18
h) General Administration(Rate:0 0%): i)Gen&Admin[(c)x(h)] $0.00
j)TOTAL INDIRECT COSTS[(a)+(g)+(1)] $13,299.64
FIXED FEE
k) Fixed Fee(10 0%) 1)TOTAL FIXED FEE[(c)+(j)]x(k) $2,071 30
CONSULTANT'S OTHER DIRECT COSTS(ODC)
Travel(LID active IRS mileage rate) 0 miles @ $0 545 $0.00
Pier Diem/Hotel 0 days @ $150.00 $0.00
Delivery 0 @ $20.00 $0 00
Vendor Reproduction
Vellum 0 @ $600 00 $0 00
81/2 X 11 Reproduction @ $0 00
11 X 17 Reproduction @ $0 00
Mounting Boards for Presentations @ $0.00
Newsletters(Translation and printing) @ $0.00
Subtotal Vendor Reproduction $0 00
Title Report 0 @ $0 00 $0 00
Miscellaneous $0 00
m)TOTAL OTHER DIRECT COSTS $0.00 $0.00
n) SUBCONSULTANT COSTS(attach detailed cost proposal for each subconsultant)
Kleinfelder $79,355 00
Area West Environmental,In $19,643 06
0 $0.00
0 $0.00
0 $0 00
0 $0 00
0 $0 00
0 $0 00
0 $0 00
$98,998 06 $98,998-06
o)TOTAL COST[(c)+0)+(1)+(m)+(n)] $121.782.40
NOTES:
1 Key personnel marked with an asterisk(')
2 Employees subject to prevailing wage marked with two asterisks(")
3 Anticipated salary increases calculation(Ilem'b")on attached page
4 Note: Invoices will be based upon actual OEI hourly rates plus overhead at 179 4%
2018 05 31 OR Addl Geotech Cost and Budget Sheet MLR LAPM 10-H 9202018 ri I FN U I N CY
s✓ f NC,IPJFFRI;J(;
Exhibit E-1
Local Assistance Procedures Manual EXHIBIT 10-H
Cost Proposal
Exhibit 10-H1 Cost Proposal-Foundation Report(FR)
Actual Cost-Plus-Fixed Fee Contracts
❑ Prime Consultant �X Subconsultant
Consultant Kleinfelder,Inc
Project Name Italian Bar Road Bridge-Dry Conditions-Land Operation
Project No. Contract No N/A Date 5/30/2018
DIRECT LABOR
Classiticationrritle Name Initials Range Hours Initial Total
Hourly Rate
Sr Principal Prof 16 $ 86.13 $ 1,378.08
Principal Prof 5 $ 68.51 $ 342.55
Staff Proff II 75 $ 29.35 $ 2.201.25
Senior CADD Designer 6 $ 32.25 $ 193.50
Proiect Administrator 1 2 $ 24.95 $ 49.90
104 $ 4,165.28
LABOR COSTS
a) Subtotal Direct Labor Costs $4,165.28
b) Estimated Salary Increases for Multi-Year Project $0.00 (see calculation page attached)
c)TOTAL DIRECT LABOR COSTS[(a)+(b)] $4,165.28
INDIRECT COSTS
d) Fringe Benefits(Rate:61.8%): e)Total Fringe Benefits[(c)x(d)] $2,575.81
f) -Overhead(Rate: 169.7%): g)Overhead[(c)x(f)]
h) General Administration(Rate: 107.8%): i)Gen&Admin[(c)x(h)] $4,491.42
j)TOTAL INDIRECT COSTS[(e)+(g)+(i)] $7,067.23
FIXED FEE
k) Fixed Fee(10.0%): 1)TOTAL FIXED FEE[(c)+(j)]x(k) $1,123.25
CONSULTANT'S OTHER DIRECT COSTS(ODC)
Travel(@ active IRS mileage rate) 840 @ $0.545 $457.80
Laboratory Testing 1 @ $560.00 $560.00
Sampling Supplies 1 @ $90.00 $90.00
@ $0.00
@ $0.00
m)TOTAL OTHER DIRECT COSTS $1,107.80 $1,107.80
n) SUBCONSULTANT COSTS(attach detailed cost proposal for each subconsultant)
Drilling Subcontractor $51,258.00
Sunland Analytical $155.00
$51,413.00 $51,413.00
o)TOTAL COST[(c)+0)+(1)+(m)+(n)] $64,676.56
NOTES:
1. Key personnel marked with an asterisk(").
2. Employees subject to prevailing wage marked with two asterisks
3. Anticipated salary increases calculation(Item"b")on attached page.
Cost Estimate 10-H-Italian Bar(Dry Operation)LAPM 10-H 5130/2018 [*:IQUINCY
ENGINEERING
Exhibit E-1
Local Assistance Procedures Manual EXHIBIT 10-H
Cost Proposal
Exhibit 10-H1 Cost Proposal-Foundation Report(FR)
Actual Cost-Plus-Fixed Fee Contracts
Prime Consultant �X Subconsultant
Consultant Kleinfelder,Inc
Project Name Italian Bar Road Bridge-Submerged Conditions-Barge Operation
Project No. Contract No. N/A Date 5/30/2018
DIRECT LABOR
Classification/Title Name Initials Range Hours Initial Total
Hourly Rate
Sr Principal Prof 16 $ 86.13 $ 1.378.08
Principal Prof 5 $ 68.51 $ 342.55
Staff Proff II 64 $ 29.35 $ 1,878.40
Senior CADD Designer 6 $ 32.25 $ 193.50
Proiect Administrator 1 2 $ 24.95 $ 49.90
93 $ 3,842.43
LABOR COSTS
a) Subtotal Direct Labor Costs $3,842.43
b) Estimated Salary Increases for Multi-Year Project $0.00 (see calculation page attached)
c)TOTAL DIRECT LABOR COSTS[(a)+(b)] $3,842.43
INDIRECT COSTS
d) Fringe Benefits(Rate:61.8%): e)Total Fringe Benefits[(c)x(d)] $2,376.16
f) -Overhead(Rate: 169.7%): g)Overhead[(c)x(f)]
h) General Administration(Rate: 107.8%) i)Gen&Admin[(c)x(h)] $4,143.29
j)TOTAL INDIRECT COSTS[(e)+(g)+(i)] $6,519.45
FIXED FEE
k) Fixed Fee(10.0%) 1)TOTAL FIXED FEE[(c)+())]x(k) $1,036.19
CONSULTANT'S OTHER DIRECT COSTS(ODC)
Travel(@ active IRS mileage rate) 840 @ $0.545 $457.80
Laboratory Testing 1 @ $560.00 $560.00
Sampling Supplies 1 @ $90.00 $90.00
@ $0.00
@ $0.00
m)TOTAL OTHER DIRECT COSTS $1,107.80 $1,107.80
n) SUBCONSULTANT COSTS(attach detailed cost proposal for each subconsultant)
Drilling Subcontractor $32,500.00
Sunland Analytical $155.00
$32,655.00 $32,655.00
o)TOTAL COST[(c)+0)+(1)+(m)+(n)] $45,1160.87
NOTES:
1. Key personnel marked with an asterisk(•).
2. Employees subject to prevailing wage marked with two asterisks(").
3. Anticipated salary increases calculation(Item"b")on attached page.
Cost Estimate 10-H-Italian Bar(Submerged Operation)LAPM 10-H 5/30/2018 Ci I F EN N I I EF CY
rat GINEERING
Exhibit E-1
Local Assistance Procedures Manual EXHIBIT 10-H
Cost Proposal
Exhibit 10-HI Cost Proposal-Foundation Report(FR)
_ Actual Cost-Plus-Fixed Fee Contracts
LJ Prime Consultant �X Subconsultant
Consultant Kleinfelder,Inc
Project Name Italian Bar Road Bridge-Combination Wet and Submerged Conditions
Project No. Contract No. N/A Date 5/30/2018
DIRECT LABOR
Classification/Title Name Initials Range Hours Initial Total
Houriv Rate
Sr Principal Prof 16 $ 86.13 $ 1,378.08
Principal Prof 5 $ 68.51 $ 342.55
Staff Proff II 75 $ 29.35 $ 2,201.25
Senior CADD Designer 6 $ 32.25 $ 193.50
Project Administrator 1 2 $ 24.95 $ 49.90
104 $ 4,165.28
LABOR COSTS
a) Subtotal Direct Labor Costs $4,165.28
b) Estimated Salary Increases for Multi-Year Project $0.00
c)TOTAL DIRECT LABOR COSTS[(a)+(b)] $4,165.28
INDIRECT COSTS
d) Fringe Benefits(Rate:61.8%): e)Total Fringe Benefits[(c)x(d)] $2,575.81
f) -Overhead(Rate: 169.7%): g)Overhead[(c)x(f)]
h) General Administration(Rate: 107.8%) i)Gen&Admin[(c)x(h)] $4,491.42
j)TOTAL INDIRECT COSTS[(e)+(g)+(i)] $7,067.23
FIXED FEE
k) Fixed Fee(10.0%): 1)TOTAL FIXED FEE[(c)+(j)]x(k) $1,123.25
CONSULTANT'S OTHER DIRECT COSTS(ODC)
Travel(@ active IRS mileage rate) 840 @ $0.545 $457.80
Laboratory Testing 1 @ $560.00 $560.00
Sampling Supplies 1 @ $90.00 $90.00
@ $0.00
@ $0.00
m)TOTAL OTHER DIRECT COSTS $1,107.80 $1,107.80
n) SUBCONSULTANT COSTS(attach detailed cost propusdi i.,t edcn suuconsultant)
Drilling Subcontractors $65,736.00
Sunland Analytical $155.00
$65,891.00 $65,891.00
o)TOTAL COST[(c)+0)+(1)+(m)+(n)] $79.354.56
NOTES:
1. Key personnel marked with an asterisk(").
2. Employees subject to prevailing wage marked with two asterisks
3. Anticipated salary increases calculation(Item"b")on attached page
Cost Estimate 10-1i-Italian Bar(Combined Operations)LAPM 10 H 5/30/201 t3 [oflQUINCY
ENGINEERING
Exhibit E-1
AWE Proposal Cost Estimate
Italian Bar Road-Amendment#2 Permits for Geotechnical Testing
Date: 06/01/18
Upon submission of an invoice by AWE(Contractor),and upon approval of Client's representative,Client shall pay AWE(Contractor)
monthly in arrears for fees and expenses incurred the prior month,up to the maximum amount provided for on the Standard Contract.
Each invoice will specify services rendered,to whom,date of service and the accrued charges.
Consultant Area West Environmental,Inc.
DIRECT LABOR
Classification Name Range Hours Initial Hourly Total
Rate
CEQA/NEPA Specialist Dour-Smith,Aimee $35- 65 48 @ $ 50.65 ,'2 431.20
Project Accountant Hecox,Ericka .'20- 35 4 @ $ 28.14 1112.56
Planner II Munger,Corrine $20445 36 @ $ 40.52 $1.458.72
Biologist I Price,Samuel 15- 35 6 @ $ 25.89 JL55.34
Principal Rozumowicz,Becky 55-'85 4 @ $ 77.51 JL10.04
Confidential Business Information Subtotal Direct Labor Costs 98 $4,467.86
Anticipated Salary Increases
Total Direct Labor Costs $4,467.86
Fringe Benefits Rate Total
18.93% $845.77
$845.77
Indirect Costs
Overhead 80.49% $3J96.18
General and Administrative 10.90% $48 .00
$4 083.18
FEE(Profit) 10% $939.69
OTHER COSTS
Agency Permit Fees $ 3,700.00
Total Other Costs $ 3,700.00
TOTAL COST $ 14.036.48
Note:Invoices will be based on staff direct hourly pay rates with allowable escalation per the contract,multiplied by the contracted
overhead rate and fixed fee noted above. The same Overhead rate will be used for all years for multi-year contracts.Overtime rates for
non-exempt staff will be billed according to the rates established by California state law(i.e., 1.5 times the pay rate for hours worked over
8 hours).
Exhibit E-1
AWE Proposal Cost Estimate
Italian Bar Road-Amendment#1 CDFW Revegetation Plan
Date: 01/15/l 8
Upon submission of an invoice by AWE(Contractor),and upon approval of Client's representative,Client shall pay AWE(Contractor)
monthly in arrears for fees and expenses incurred the prior month,up to the maximum amount provided for on the Standard Contract.
Each invoice will specify services rendered,to whom,date of service and the accrued charges.
Consultant Area West Environmental,Inc.
DIRECT LABOR
Classification Name Range Hours Initial Hourly Total
Rate
CEQA/NEPA Specialist Dour-Smith,Aimee 35- 65 18 @ $ 49.17 885.06
Planner 1I Munger,Corrine '20445 34 @ $ 39.34 $1 337.56
Biologist I lPrice,Samuel 15- 35 2 @ $ 25.13 50.26
Principal Rozumowicz,Becky 55-'85 2 @ $ 75.26 150.52
Confidential Business Information Subtotal Direct Labor Costs 56 $2,423.4
Anticipated Salary Increases
Total Direct Labor Costs $2,423.40
Fringe Benefits Rate Total
18.93% J458.75
V458,75
Indirect Costs
Overhead 80.49% $1,950.59
General and Administrative 10.90% $264.15
'2 214.75
FEE(Profit) 10% '509.69
TOTAL COST S 5,606.58
Note:Invoices will be based on staff direct hourly pay rates with allowable escalation per the contract,multiplied by the contracted
overhead rate and fixed fee noted above. The same Overhead rate will be used for all years for multi-year contracts.Overtime rates for
non-exempt staff will be billed according to the rates established by California state law(i.e., 1.5 times the pay rate for hours worked over
8 hours).