Agreement - Bengal Engineering, Inc. - 1st Amendment; 10th Street Bridge Over Uvas Creek and Associated Roadway Improvement Design - Signed 2020-07-31 -1- 4845-8215-5540v1 MDOLINGER\04706083
FIRST AMENDMENT TO 10th STREET BRIDGE OVER UVAS CREEK AND ASSOCIATED
ROADWAY IMPROVEMENTS DESIGN AGREEMENT
WHEREAS, the City of Gilroy, a municipal corporation (“City”), Bengal Engineering Inc.,
entered into that certain agreement entitled Deign of 10th Street Bridge over Uvas Creek and Associated
Roadway Improvements Agreement, effective on August 1, 2016 hereinafter referred to as “Original
Agreement”; and
WHEREAS, City and Bengal Engineering Inc., have determined it is in their mutual interest to
amend certain terms of the Original Agreement.
NOW, THEREFORE, FOR VALUABLE CONSIDERATION, THE PARTIES AGREE AS
FOLLOWS:
1. ARTICLE 1, “Term of Agreement” – This agreement will become effective on 7/31/2020 and
will continue in effect through 12/30/2022 unless terminated in accordance with the provisions of
Article 7 of the Original Agreement.
2. ARTICLE 3, “A. Specific Services” - Exhibit "B" (" Scope of Services") of the Original
Agreement shall be amended to include the following (proposal attached):
The project will be re-scoped to build:
• Two new bridges- the longer bridge over Uvas Creek and “Breezeway Bridge” for the
multi-use trail which will pass under 10th Street on the east side of Uvas Creek.
• A roundabout at Uvas Park Drive.
• Roadway modifications/realignments to portions of 10th Street and Uvas Park Drive. 10th
Street will conform to the roadway grade near Orchard Drive, at a point to be determined
by the designers.
• Reconstruction/realignment of the Uvas Creek Levees/Levee trail.
• Design of multi-use trails under 10th Street.
• Provide post-construction stormwater controls to reduce pollutants.
Items which have been removed from the original contract scope include:
• The second roundabout originally proposed for 10th Street at Orchard Drive.
• Both “drop off zones” along the Gilroy High School and associated improvements.
• The proposed improvement on Princevalle Street and Johnson Way.
• The storm drain improvements originally conceived along 10th Street between Uvas Park Drive
and Princevalle Street.
3. ARTICLE 4, “A. Consideration” - In consideration for the services to be performed by
CONSULTANT, CITY agrees to pay CONSULTANT the amounts set forth in Exhibit "D". In no event
however shall the total compensation paid to CONSULTANT exceed $2,020,125.
DocuSign Envelope ID: C1068A34-0E93-4847-B2EF-13CC59263940
-2- 4845-8215-5540v1 MDOLINGER\04706083
4. Except as expressly modified herein, all of the provisions of the Original Agreement shall remain
in full force and effect. In the case of any inconsistencies between the Original Agreement and this
Amendment, the terms of this Amendment shall control.
5. This Amendment may be executed in counterparts, each of which shall be deemed an original,
but all of which together shall constitute one and the same instrument.
IN WITNESS WHEREOF, the parties have caused this Amendment to be executed as of the
dates set forth besides their signatures below.
CITY OF GILROY Bengal Engineering Inc.,
By: By:
[signature] [signature] Jimmy Forbis Scott Onishuk
[employee name] [name]
Interim City Administrator Director
[title/department] [title]
Date:
Date:
Approved as to Form ATTEST:
City Attorney City Clerk
06/17/2020
DocuSign Envelope ID: C1068A34-0E93-4847-B2EF-13CC59263940
6/18/2020
360 S. Hope Ave., Suite C-110 Phone: (805) 563-0788 www.BengalEngineering.com
Santa Barbara, CA 93105
Bengal’s Revised Proposal for the
Design of the 10th St. Bridge over Uvas Creek
Submitted to:
Gary Heap, PE, City Engineer
City of Gilroy
Aerial view of project location looking to the southeast.
Submitted April 13, 2020
Exhibit B - Scope of ServicesDocuSign Envelope ID: C1068A34-0E93-4847-B2EF-13CC59263940
City of Gilroy: Revised Proposal for Design of the 10th St. Bridge
Page ii
April 13, 2020
Mr. Gary Heap, P.E., City Engineer
Department of Public Works
City of Gilroy
7351 Rosanna Street
Gilroy, CA 95020
RE: Revised Proposal for the Design of the 10th St. Bridge Project
Dear Mr. Heap,
In August, 2016 Bengal Engineering entered into a contract with the City of Gilroy to
design the 10th St. Bridge over Uvas Creek. The scope included additional roadway
improvements requested by the City.
Bengal made good progress on the original concept scoped in our contract project but
was asked to stop work in October, 2018 when the City developed concerns regarding
construction funding. Since then, Bengal waited for direction from City staff as to how-
to-proceed.
The new direction came via conference call on January 8, 2020 whereby the City
directed a new scope for the contract.
The project will be re-scoped to build:
Two new bridges—the longer bridge over Uvas Creek and the “Breezeway
Bridge” for the multi-use trail which will pass under 10th St. on the east side of
Uvas Cr.
A roundabout at Uvas Parkway.
Roadway modifications / realignments to portions of 10th St. and Uvas Parkway.
10th St. will conform to the roadway grade near Orchard Drive, at a point to be
determined by the designers.
Reconstruction/realignment of the Uvas Creek Levees / Levee trail.
Design of multi-use trails under 10th St.
Provide post-construction storm water controls to reduce pollutants.
Exhibit B - Scope of ServicesDocuSign Envelope ID: C1068A34-0E93-4847-B2EF-13CC59263940
City of Gilroy: Revised Proposal for Design of the 10th St. Bridge
Page iii
Items which have been removed from the original contract scope include:
The second roundabout originally proposed for 10th St. at Orchard Drive; instead
this intersection will mostly be “left alone” with a design striving to match the
grades / curb and gutter in a manner to be determined with the focus on
minimizing cost. This intersection will remain as “stop controlled” for the Orchard
St. leg.
Roadway improvements to 10th St., including the raised median and fence which
was envisioned continuing along the high school frontage to Princevalle Street.
Both “drop off zones” and the roadway modifications originally envisioned along
the high school.
The “10th St. Safety Improvements” (which included work on Princevalle St.).
The storm drain improvements originally conceived along 10th St. Instead, the
project will tie to the existing storm drain near Orchard St. In the future, storm
drainage improvements can be completed as part of another project.
The Previous Contract Scope is Entirely Replaced
The attached work plan replaces the original work plan in its entirety.
Scott Onishuk, PE
Exhibit B - Scope of ServicesDocuSign Envelope ID: C1068A34-0E93-4847-B2EF-13CC59263940
City of Gilroy: Revised Proposal for Design of the 10th St. Bridge
Page iv
Contents
1 Project Management and Administration .......................................................................................... 2
Kickoff Meeting ...................................................................................................................................... 2
Concept Workshop ................................................................................................................................ 3
Quality Control ....................................................................................................................................... 4
Monthly Meetings ................................................................................................................................... 4
2 Geometric Approval Drawings (GADs) .............................................................................................. 4
ADA Compliance Grade Check .............................................................................................................. 4
Geometric Approval Drawings ............................................................................................................... 5
3 Stormwater Management: Post-Construction Performance & Mitigation ..................................... 5
4 Environmental Support ....................................................................................................................... 7
5 Utility Coordination .............................................................................................................................. 7
New Waterline: 10th St. Bridge ............................................................................................................... 7
Temporary Electrical Power For Construction ..................................................................................... 8
6 Geotechnical Studies .......................................................................................................................... 9
7 Bridge Hydrology & Hydraulic Study ............................................................................................... 10
SCVWD Coordination .......................................................................................................................... 11
FEMA Floodplain Study ....................................................................................................................... 11
U.S. Army Corps of Engineers Levee Recertification .......................................................................... 11
8 Prepare 65% Plans ............................................................................................................................. 13
9 R/W Mapping: ..................................................................................................................................... 17
10 Prepare 95% PS&E ............................................................................................................................. 18
95% Plans ............................................................................................................................................ 18
95% Construction Schedule ................................................................................................................ 18
Specifications / Special Provisions ...................................................................................................... 18
Quantity Takeoffs and Calculations ..................................................................................................... 18
11 Prepare 100% PS&E ........................................................................................................................... 19
Update Contract Plans ......................................................................................................................... 19
Update Contract Specifications ........................................................................................................... 19
Update Quantities and Estimate .......................................................................................................... 19
12 Prepare “Resident Engineer Pending” File ..................................................................................... 19
13 Submit Final PS&E ............................................................................................................................. 19
Task Breakdown Summary (Effort and Fee Estimate) .......................................................................... 20
Wage Rates ............................................................................................................................................ 22
Assumptions / Exclusions ....................................................................................................................... 23
Exhibit B - Scope of ServicesDocuSign Envelope ID: C1068A34-0E93-4847-B2EF-13CC59263940
City of Gilroy: Revised Proposal for Design of the 10th St. Bridge
Page v
Attachments .............................................................................................................................................. 25
Reese Water and Land Surveying & Earth Systems ........................................................................... A
Certificate of Insurance .......................................................................................................................... B
Schedule ................................................................................................................................................... C
Exhibit B - Scope of ServicesDocuSign Envelope ID: C1068A34-0E93-4847-B2EF-13CC59263940
City of Gilroy: Revised Proposal for Design of the 10th St. Bridge
Page 1
Bengal Engineering’s Work Plan
The City of Gilroy has identified the need to construct the missing link of 10th Street
across Uvas Creek near Gilroy High School to complete this portion of the
transportation system.
The project includes the following:
Design of new bridge over Uvas Creek at 10th Street.
A Levee Recertification request, preparing Location Hydraulic Form and
Summary Floodplain Encroachment Report.
Design of a second bridge: the Levee Trail “breezeway” bridge under 10th Street.
Preparation of Draft and Final Geotechnical reports for both the Uvas Creek
Bridge and the Levee Trail Bridge.
Design of re-routing of Levee Trail to accommodate the new 10th St. bridge over
Uvas Cr. to allow trail users to pass under the new 10th street roadway,
unimpeded.
Design of street improvements on 10th St., including a new roundabout at Uvas
Parkway and roadwork continuing eastward to a conform near Orchard Street.
Modifications to Uvas Parkway to accommodate the new roundabout at 10th St.
Preparation of the right-of-way mapping for the project.
The environmental studies / permits and right-of-way acquisition will be performed by
others.
Exhibit B - Scope of ServicesDocuSign Envelope ID: C1068A34-0E93-4847-B2EF-13CC59263940
City of Gilroy: Revised Proposal for Design of the 10th St. Bridge
Page 2
PROJECT UNDERSTANDING AND APPROACH
We have identified the following key objectives for project success:
• Address key technical issues associated with the extension of 10th Street over
Uvas Creek, including Santa Clara Valley Water District (SCVWD) flood
conveyance requirements, Floodplain “No Rise” Certificate, Location Hydraulic
Form and Summary Floodplain Encroachment Report, Levee Recertification
Request, coordination between bridge and roadway design, trail access, and right-
of-way, while balancing the environmental constraints.
• Maximize the use of available funds by reducing project costs.
• Meet or exceed the proposed project schedule.
• Implement aesthetic features within the project budget.
In this proposal we address the key technical issues for the project and define the
deliverables.
Additionally, a schedule highlighting critical path tasks is presented.
The Bengal Team stands ready to provide the planning, engineering, and coordination
necessary for the successful completion of the project.
1 PROJECT MANAGEMENT AND ADMINISTRATION
Bengal will manage the project by tracking the schedule, budget and value of the
products produced.
Brief progress reports will be prepared and submitted to the City each month.
The progress reports will identify work completed to date, work performed in the
prior month, work anticipated for the next month, and action items necessary to
keep the project on track and moving forward.
Kickoff Meeting
A kickoff meeting for the project team, including City staff, will be held in Gilroy.
Associated with the kick-off meeting will be a field review at the bridge site with
the City and SCVWD to review the critical aspects of the project.
Exhibit B - Scope of ServicesDocuSign Envelope ID: C1068A34-0E93-4847-B2EF-13CC59263940
City of Gilroy: Revised Proposal for Design of the 10th St. Bridge
Page 3
Concept Workshop
As part of the kickoff meeting, the Project Team and City staff will hold a “concept
workshop” to define the components of the project which will be included in the
design. Topics will include:
Approximate “touch down” location for 10th St. near Orchard Drive.
Limits of raised median.
Portions of 10th St. which will have sidewalk.
ADA Compliance:
o Allowed Crosswalk Profile Grades
o Allowed Crosswalk Crossfall Grades
o Allowed access ramp grades (ramps in curb returns at
roundabouts)
Path connections from the breezeway to the curb returns at 10th/Uvas
Pkwy.
Definition of the roadway cross sections for Uvas Parkway and Orchard
Drive (width/lane configuration)
Deliverable:
Kickoff Meeting: One copy of the project information binder including scope of
services, schedule, fee, and project contact list for the City’s use.
Concept Workshop
o Before the workshop: Bengal will prepare exhibits showing our
suggestions for the project.
o During the workshop: Bengal will chair the meeting, leading the
discussion.
o After the workshop: Bengal will prepare a “Basis of Design Memo”
documenting the decisions which were made to guide the design.
Exhibit B - Scope of ServicesDocuSign Envelope ID: C1068A34-0E93-4847-B2EF-13CC59263940
City of Gilroy: Revised Proposal for Design of the 10th St. Bridge
Page 4
Quality Control
Bengal will provide internal quality control on products submitted to the City. A
senior level Bengal engineer will provide independent quality control review.
Monthly Meetings
BENGAL will lead monthly video-conference meetings to review the schedule,
budget, and address key issues for the project.
Deliverable:
Bengal will chair a monthly meeting. Bengal will supply the agenda, updated
schedule, meeting minutes, and “action log”.
o The City will arrange for the environmental consultant to attend.
2 GEOMETRIC APPROVAL DRAWINGS (GADS)
Using the “Basis of Design Memo” developed as a result of the Concept
Workshop at the Kickoff meeting, Bengal will develop “Geometric Approval
Drawings” for the revised design.
ADA COMPLIANCE GRADE CHECK
ADA compliance will be key for project success: this is why the 10th St. bridges
have been designed with profile grade which is less than 5%.
Other ADA aspects which will be defined in the GAD include:
The crossfall and profile grades in the crosswalks.
Exhibit B - Scope of ServicesDocuSign Envelope ID: C1068A34-0E93-4847-B2EF-13CC59263940
City of Gilroy: Revised Proposal for Design of the 10th St. Bridge
Page 5
GEOMETRIC APPROVAL DRAWINGS
The Geometric Approval Drawings (GADs) will define the alignment, profile, and
typical section of 10th Street from the previously-designed roundabout at Uvas
Parkway to the a conform near Orchard Street.
We envision that the project will revise the 10th St. centerline alignment from east
of the roundabout for Uvas Parkway, from about Station 48+00 to a new conform
near Station 54+00.
The GAD will be prepared over the topographic mapping and existing right-of-
way lines.
Deliverables:
Typical Section Sheets
Plan and Profile Sheets
ADA Compliance Grade-Checks: crosswalks: profile and crossfall
3 STORMWATER MANAGEMENT: POST-CONSTRUCTION PERFORMANCE & MITIGATION
Projects within the City of Gilroy, are regulated by the Regional Water Quality
Control Board Region 3 (Central Coast Region) as described in the Stormwater
Guidance Manual for Low Impact Development and Post-Construction
Requirements, June 2015
This document states,
“Post-construction controls are permanent features of a new
development or redevelopment project designed to reduce pollutants in
stormwater and/or erosive flows during the life of the project.”
Because of the extensive amount of pavement and bridge deck which will be
added by the proposed project, we anticipate that the project will need to
accommodate the “Tier 4 Requirements”. Such an undertaking will require
extensive consideration in design using an iterative approach.
Exhibit B - Scope of ServicesDocuSign Envelope ID: C1068A34-0E93-4847-B2EF-13CC59263940
City of Gilroy: Revised Proposal for Design of the 10th St. Bridge
Page 6
The Storm Water Guidance Manual suggests,
“The key to meeting the performance requirements is to plan and
design stormwater control measures (SCMs) integrally with the
conceptual site plan and landscaping for the project. Layout the site to
protect and preserve natural areas and drainage patterns. Delineate
drainage management areas (DMAs) on your site…”
Deliverables:
After the roadway geometry is approved in the GAD’s (thereby defining
the impervious areas generated by the project), Bengal will create
conceptual Stormwater Management plans for approval by the City. These
plans will earmark areas for infiltration and provide the proposed concepts
for City approval. Because of the requirements for controlling runoff, we
anticipate that areas will likely include the region currently used for parking
during the Garlic Festival. Other infiltration / “low impact development”
areas will be likely be included along portions of the roadways.
After City approval of the concept storm water management plans, Bengal
will perform infiltration testing in 4 locations: 2 locations in dirt “parking
area” used for the Gilroy Garlic Festival (west of Gilroy High School), 1 on
the east side of 10th Street between Uvas Parkway and Orchard St, along
high school frontage, and 1 location on the west bank of Uvas Creek near
the location of the existing “beehive” inlets. A total of 8 tests.
Tests performed in general accordance with the Deep Quick Infiltration
Testing Methodology, Native Soil Assessment for Small Infiltration
Based Stormwater Control Measures, Central Coast Low Impact
Initiative.
Report of test methods, map showing the approximate test locations
and tables of the infiltration test results.
As part of the 65% PS&E, Bengal will design the post construction
measures package for City approval.
After what is anticipated to be minor adjustments from the 65% design,
Bengal will complete the Stormwater Management Plan for Post-
Construction water treatment to the City of Gilroy. This information will be
used by the City’s environmental consultant to proceed with the Section
401 Water Quality Certification.
Exhibit B - Scope of ServicesDocuSign Envelope ID: C1068A34-0E93-4847-B2EF-13CC59263940
City of Gilroy: Revised Proposal for Design of the 10th St. Bridge
Page 7
4 ENVIRONMENTAL SUPPORT
Bengal’s Support for the Environmental Studies: CEQA / NEPA documents
(prepared by others)
We understand a CEQA / NEPA document for the proposed work will be
prepared by others. BENGAL will provide engineering support as requested.
Deliverables (City to Bengal):
An electronic copy of the CEQA document
Any Traffic Engineering
Deliverable (Bengal to City):
Engineering support for the environmental studies
5 UTILITY COORDINATION
Based on the responses we have received from the utility companies at the time
of this proposal, we know of no utility conflicts within the project limits. Therefore,
our utility coordination is limited to coordinating with the City to accommodate a
new waterline in the bridge.
NEW WATERLINE: 10TH ST. BRIDGE
Because it will be complicated to support a waterline inside the bridge, we
envision the pipeline will be supported externally by pipe hangers supported by
the deck overhang on the upstream/north side of the bridge.
We assume the waterline will be designed by others. We will design the hangers
for the waterline using the hanger spacing and loading criteria provided by the
waterline designer. The waterline designer will design their own supports /
transition from the bridge to “underground”, likely be supported on wing walls.
For the smaller Breezeway Bridge, because an exposed pipe will be unattractive
and subject to vandalism, we assume there will be no hangers.
Exhibit B - Scope of ServicesDocuSign Envelope ID: C1068A34-0E93-4847-B2EF-13CC59263940
City of Gilroy: Revised Proposal for Design of the 10th St. Bridge
Page 8
SCVWD Reclaimed Waterline
An existing Santa Clara Valley Water District reclaimed water line is situated
between the top of bank and the paved SCVWD maintenance road. We have
digitized the record drawings provided by SCVWD and believe that this reclaimed
waterline will be clear of conflict from the bridge piles and we anticipate additional
“fill” will be placed around this line, and that such grading will not require
relocation. Our plans will show the SCVWD reclaimed waterline and define that
it shall be “protected in place”.
Existing Valves and Manholes
We assume existing manhole frames and covers, and water valves, can be
adjusted to grade without right-of-way agreements or “design”.
TEMPORARY ELECTRICAL POWER FOR CONSTRUCTION
City staff requested that as part of the bid documents, Bengal include a contract
bid time for temporary power.
Bengal will include a bid item whereby the Contractor will be compensated--
“design, coordination, construction and implementation of project temporary
power and all costs to provide power during the period of construction”.
This item will include all negotiation with PG&E, all design and all construction, all
fees and permits; everything necessary to coordinate and to supply an adequate
supply of electrical power for this project. In addition to use by Contractor’s
forces, this power shall be made readily available to others as deemed
appropriate by the City.
This item will also include removal of the temporary power facilities at a time
deemed appropriate by the City.
Deliverables:
Coordination with City for the new waterline in the 10th St. Bridge over Uvas
Creek
Coordination with City regarding wording for the bid item which will provide
“Temporary Electrical Power for Construction”.
Exhibit B - Scope of ServicesDocuSign Envelope ID: C1068A34-0E93-4847-B2EF-13CC59263940
City of Gilroy: Revised Proposal for Design of the 10th St. Bridge
Page 9
6 GEOTECHNICAL STUDIES
Bengal will provide geotechnical engineering services for the project. We will
prepare a preliminary Geotechnical Report (PGR) and subsequent Geotechnical
Report (GR) for the project. Geotechnical engineering tasks will be conducted in
accordance with the general requirements and guidelines of the California
Department of Transportation (Caltrans).
Engineering Analyses
Results obtained from the field and laboratory testing program will be used to
establish an idealized soil profile and strength parameters for bridge and
retaining wall (if necessary) foundation design, seismic design, calculation of
lateral earth pressures, and slope stability and settlement calculations for the
approaches. We will provide information on remediation measures if the site
soils are corrosive to concrete or steel structures. R-value testing results will be
used to determine composite pavement structural sections using Traffic Indices
provided by the City.
Report Preparation
We will prepare two reports:
a “Preliminary Geotechnical Report “(PGR) at the 65% Plan submittal
a “Geotechnical Report “ (GR) for the final (100%) project PS&E submittal
Both reports will contain sections addressing the roadway pavement and
embankments, and retaining wall foundations. Format and content of the PGR
and GR will follow Caltrans guidelines.
Several copies of the draft version of the report will be submitted for review
during Phase 1. Review comments will be incorporated into final report.
Deliverables:
Preliminary Geotechnical Report (will be provided at 65% submittal)
Geotechnical Report (provided at 100% PS&E submittal)
Exhibit B - Scope of ServicesDocuSign Envelope ID: C1068A34-0E93-4847-B2EF-13CC59263940
City of Gilroy: Revised Proposal for Design of the 10th St. Bridge
Page 10
7 BRIDGE HYDROLOGY & HYDRAULIC STUDY
As part of the project development process, a detailed analysis of floodplains is
necessary to properly plan and prepare for potential flooding conditions because
of the bridge.
A preliminary Hydraulics Memorandum for the 10th Street Bridge has been
prepared by Bengal Engineering dated, January 12, 2018. Per Eric Simmons,
FEMA, email dated, November 17, 2017, a “No Rise” certification may meet local
requirements for development in a regulatory floodway and floodplain fringe. As
such, no hydraulic analysis is anticipated as part of this scope, except updating
the HEC-RAS Model to current version of the software.
Based on Bengal’s preliminary Hydraulics Memorandum and HEC-RAS model,
Bengal will prepare the draft Bridge Hydrologic and Hydraulic Study for the
project per Caltrans Highway Design Guideline and the Santa Clara Valley Water
District (SCVWD) design flow.
The study will:
Document the discharge estimate
Define the study reach
Document recommendations for bridge profile
Provide recommendations for bank protection and scour-control measures
The Bridge H&H Study will be a standalone document specific to the bridge.
Geometric data for the floodplain analysis will be based upon digital topographic
mapping and supplemented with field surveyed cross sections.
Deliverable:
Bridge Hydrologic and Hydraulic Study
Exhibit B - Scope of ServicesDocuSign Envelope ID: C1068A34-0E93-4847-B2EF-13CC59263940
City of Gilroy: Revised Proposal for Design of the 10th St. Bridge
Page 11
SCVWD Coordination
Bengal will coordinate with the SCVWD for the following aspects of the project
design and approval process:
Bridge H&H Study
Bridge Plans
Roadway Approaches & Levee Trails
Levee Maintenance Accesses
ACOE Levee Recertification
FEMA Floodplain Study
Bengal will submit a Floodplain “No Rise” Certificate to the City.
Deliverable:
Floodplain “No Rise” Certificate for the design reach.
U.S. Army Corps of Engineers Levee Recertification
Bengal will prepare the Levee Recertification Request for the reach of the Uvas
Creek that will be affected by the 10th Bridge Project.
The request will include the following supporting information:
Freeboard. Minimum freeboard required 3 feet above the Base Flood Elevation
(BFE) all along length, and an additional 1 foot within 100 feet of structures (such
as bridges) or wherever the flow is restricted. Additional 0.5 foot at the upstream
end of a levee.
Closures. All openings will be provided with closure devices that are structural
parts of the system during operation and designed according to sound
engineering practice.
Embankment Protection. Engineering analyses to demonstrate whether
appreciable erosion of the levee embankment can be expected during the base
flood, as a result of either currents or waves, and that anticipated erosion will not
result in failure of the levee embankment or foundation directly or indirectly
through reduction of the seepage path and subsequent instability.
Exhibit B - Scope of ServicesDocuSign Envelope ID: C1068A34-0E93-4847-B2EF-13CC59263940
City of Gilroy: Revised Proposal for Design of the 10th St. Bridge
Page 12
Embankment and Foundation Stability Analyses. Engineering analyses to
evaluate levee embankment stability. The analyses to evaluate expected
seepage during loading conditions associated with the base flood and
demonstrate that seepage into or through the levee foundation and embankment
will not jeopardize embankment or foundation stability.
An alternative analysis demonstrating that the levee is designed and constructed
for stability against loading conditions for Case IV as defined in the U.S. Army
Corps of Engineers (USACE) Engineer Manual 1110–2–1913, Design and
Construction of Levees, (Chapter 6, Section II) may be used.
Settlement Analyses. Engineering analyses to assess the potential and
magnitude of future losses of freeboard as a result of levee settlement and
demonstrate that freeboard will be maintained. This analysis will address
embankment loads, compressibility of embankment soils, compressibility of
foundation soils, age of the levee system, and construction compaction methods.
In addition, detailed settlement analysis using procedures such as those
described in USACE Engineer Manual 1110–1–1904, Soil Mechanics Design—
Settlement Analysis, will be submitted.
Interior Drainage. An analysis to identify the source(s) of such flooding, the
extent of the flooded area, and, if the average depth is greater than 1 foot, the
water-surface elevation(s) of the base flood. This analysis will be based on the
joint probability of interior and exterior flooding and the capacity of facilities (such
as drainage lines and pumps) for evacuating interior floodwaters.
Deliverable:
Levee Recertification Request
Exhibit B - Scope of ServicesDocuSign Envelope ID: C1068A34-0E93-4847-B2EF-13CC59263940
City of Gilroy: Revised Proposal for Design of the 10th St. Bridge
Page 13
8 PREPARE 65% PLANS
Bridge Design Calculations
Bridge design will be in accordance with AASHTO LRFD Bridge Design
Specifications, Eighth Edition with California Amendments (AASHTO-CA BDS-8)
and applicable sections of the Caltrans Bridge Memo to Designers and Bridge
Design Aids Manuals.
California Department of Transportation Construction Contract (2018 Standards)
that includes the Standard Specifications, Standard Plans, Standard Special
Provisions, and Standard Bid Items shall be used to develop the Project PS&E
Package.
The design will meet City, Caltrans and FHWA standards in effect as of the date
of the Notice to Proceed. Seismic design will be performed in accordance with
the latest edition of the Caltrans Seismic Design Criteria.
Detailing of plans will be in accordance with the Caltrans Bridge Design Details
Manual, and Caltrans Standard Plans and Standard Specifications.
The bridge barrier rail will be updated to a MASH-tested Caltrans Standard.
Prepare 65% Bridge Plans
The Uvas Cr. bridge plans will include approximately following sheets:
General Plan
Deck Contours
Foundation Plans
Abutment 1 Layout
Abutment 4 Layout
Abutment Footing Layout
Abutment Details No. 1
Abutment Details No. 2
Abutment Details No. 3
Pier Layout
Bent Details
Typical Section
Girder Layout
Exhibit B - Scope of ServicesDocuSign Envelope ID: C1068A34-0E93-4847-B2EF-13CC59263940
City of Gilroy: Revised Proposal for Design of the 10th St. Bridge
Page 14
Girder Reinforcement
Miscellaneous Details
Metal Railing Layout No. 1
Metal Railing Layout No. 2
Utility Support Assemblies
Barrier Rail Architectural Details
Miscellaneous Barrier Rail Details
Log-of-Test-Borings No.1
Log-of-Test-Borings No.2
The Breezeway bridge plans will include approximately the following sheets:
General Plan
Deck Contours
Foundation Plans
Abutment 1 Layout
Abutment 2 Layout
Typical Section
Deck Slab Reinforcement Details
Retaining Wall
Barrier Rail Arch. Details
Misc. Barrier Rail Details
Log-of-Test-Borings No.1
Log-of-Test-Borings No.2
Exhibit B - Scope of ServicesDocuSign Envelope ID: C1068A34-0E93-4847-B2EF-13CC59263940
City of Gilroy: Revised Proposal for Design of the 10th St. Bridge
Page 15
Prepare 65% Roadway Plans
The project “roadway” plans will include approximately following sheets:
Title Sheet
Abbreviations and Legend
Survey Control
Project Overview
Typical Cross Sections
Roadway Plan and Profile Sheets
Construction Details
Existing Utility Plan
Drainage Plans, Profiles, Quantities (including the post-construction
requirements)
Contour Grading (Bridge abutments)
Fencing Plans
Fencing Quantities
Pavement Delineation (signing and striping)
Pavement Delineation Quantities
Roadway Quantities: Base, Paving, Curb & Gutter, Sidewalk
Key Line Geometry
Roadway Cross sections (10th St., Uvas Parkway, Pathway)
Deliverable:
65% Roadway Plans
65% Bridge Plans
65% Specifications and Estimate
Exhibit B - Scope of ServicesDocuSign Envelope ID: C1068A34-0E93-4847-B2EF-13CC59263940
City of Gilroy: Revised Proposal for Design of the 10th St. Bridge
Page 16
Notes Regarding Drainage Plans
Naturally the proposed project will add to the amount of paved surfaces and
increase the runoff from the proposed improvements. Initially we had hoped to
add new storm drains leading to Uvas Creek from the proposed improvements,
but have been verbally directed by SCVWD that such new drains will not be
allowed through the levees. This leaves the only practical option of draining much
of the site to the east. Today the existing drainage systems drain easterly along
10th St. to a larger storm drain which drains south on Princevalle Street.
An additional concern for the city is project cost. The initial concept (shown in the
65% plans delivered in October 2018) showed a new drainage system—parallel
to, but south of the existing drainage system on 10th St. The cost for such a
drainage system is significant, requiring many thousands of feet of storm drain
along with much pavement replacement.
This proposal provides a revised approach for the 10th St. Bridge project with the
anticipation that future improvements will be made on 10th St, perhaps both for
the High School Student Drop Off zones and a future drainage project will be
programed to accommodate the drainage.
With this understanding, the 10th St. Bridge project will tie to the existing city
storm drain system, likely at the intersection of 10th St. and Orchard.
Bengal’s scope also includes design of the “Stormwater post-construction
mitigation accommodations which will require drainage design and features
mentioned in that item.
Exhibit B - Scope of ServicesDocuSign Envelope ID: C1068A34-0E93-4847-B2EF-13CC59263940
City of Gilroy: Revised Proposal for Design of the 10th St. Bridge
Page 17
9 R/W MAPPING:
Bengal’s sub-consultant, Reese Water and Land Surveying, will delineate the
configuration of the existing right-of-way and existing easement.
Bengal will determine the requirements / limits for permanent and temporary
easements.
Reese will create the right-of-way mapping (existing and proposed) for the
project.
Reese’s work includes creation of the right-of-way map, exhibits and legal
descriptions, and the ancillary tasks and research.
See Reese’s scope attached at the end of Bengal’s proposal for more detail.
Deliverables:
After approval of 65% plans:
Bengal will determine the permanent and temporary construction
easements
Concurrent with the 95% / 100% design
Reese will create the right-of way maps
Reese will create the legal exhibits and legal descriptions for the project
Bengal will coordinate with City’s R/W Appraiser as requested (budget)
Exhibit B - Scope of ServicesDocuSign Envelope ID: C1068A34-0E93-4847-B2EF-13CC59263940
City of Gilroy: Revised Proposal for Design of the 10th St. Bridge
Page 18
10 PREPARE 95% PS&E
95% Bridge Plans
Perform bridge independent check
A Bengal engineer will independently check the bridge design. The
independent check will result in a set of calculations back-checked and
reconciled with the designer.
Incorporate comments from 65% review and independent check
The designer will reconcile with the checker, and incorporate design changes
into the contract plans. At that time we will also incorporate comments from
the 65% review.
95% Plans
BENGAL will respond to and incorporate, where appropriate, comments from the
65% submittal review. The final plans will be prepared for use in estimating,
specifications and permit applications.
95% Construction Schedule
BENGAL will prepare the construction working day schedule. For the bridge
work, this schedule will be used for programming the construction phase of the
project and for preparing the project special provisions.
Specifications / Special Provisions
BENGAL will prepare the technical portion of the project specifications, the
“Special Provisions” in Caltrans format. BENGAL will also prepare the list of bid
items.
Quantity Takeoffs and Calculations
BENGAL will prepare a set of quantity calculations for the bridge items. The
roadway quantities will be calculated and summarized on Excel spreadsheets.
The Engineer’s Estimate of cost will be developed from the bridge and roadway
quantities.
Deliverable: Submit 95% PS&E
The 95% plans, specifications and estimate will be submitted to the City for
review and comment.
Exhibit B - Scope of ServicesDocuSign Envelope ID: C1068A34-0E93-4847-B2EF-13CC59263940
City of Gilroy: Revised Proposal for Design of the 10th St. Bridge
Page 19
11 PREPARE 100% PS&E
Update Contract Plans
BENGAL will update the project plans based on appropriate comments from the
95% PS&E review. BENGAL will prepare a memorandum to address the
comments from the 95% PS&E review.
Update Contract Specifications
BENGAL will incorporate appropriate comments from the 95% PS&E review into
the contract specifications.
Update Quantities and Estimate
BENGAL will update the quantities and estimate from appropriate comments
from the 95% PS&E review.
Deliverable: Submit 100% PS&E
The 100% plans, specifications and estimate will be submitted to the City for
bidding.
12 PREPARE “RESIDENT ENGINEER PENDING” FILE
This is not part of this contract as requested by City.
13 SUBMIT FINAL PS&E
BENGAL will submit the final PS&E and support documents, reports so the City
can advertise the construction contract sometime in the future.
Exhibit B - Scope of ServicesDocuSign Envelope ID: C1068A34-0E93-4847-B2EF-13CC59263940
City of Gilroy: Revised Proposal for Design of the 10th St. Bridge
Page 20
ASSUMPTIONS / EXCLUSIONS
Our proposed scope is based on the following assumptions/exclusions:
1. The project is feasible as described.
2. The project will proceed uninterrupted.
3. All environmental coordination is by others. Effort shown for environmental
support is a budget figure.
4. We envision that others, such as the Environmental Planners working on the
permitting for the project may need their own surveying—surveying the “trees”
for example. We assume that others, such as the environmental planners, will
augment the surveying for their own needs.
5. Monthly Meetings: We assume the majority of the meetings will be held by
video / telephone conference. We have provided a budget for on-site meetings
shown on the fee estimate.
6. Retaining walls: Besides the wing walls for the bridge and the pedestrian tunnel
portals, other retaining walls are not included in our proposed work because
none are expected to be needed for the project.
7. Utility openings in bridge: We will provide the requested utility openings and
blank conduits in the bridge and bridge rails–within reasonable limits using
typical Caltrans Standard Bridge Details. Special design for large utility lines
within the bridge are not anticipated.
8. Drainage Design: Based on our discussion with SCVWD, we understand that it
will not be possible to penetrate the levee to provide new storm drains to Uvas
Creek north of the bridge as part of the project. Therefore, we envision that the
project will have to be continue to use the existing 10th St. storm drain. Our
work will create new drainage systems, likely to include concrete gutters,
roadside ditches, concrete pipes and drop inlets, which will tie to existing storm
drains on 10th St. Our proposed work will neither evaluate nor “upgrade” the
existing trunk storm drainage system.
9. It is assumed that internal drainage study will be required for the levee
recertification request.
Exhibit B - Scope of ServicesDocuSign Envelope ID: C1068A34-0E93-4847-B2EF-13CC59263940
City of Gilroy: Revised Proposal for Design of the 10th St. Bridge
Page 21
10. Sediment Transport Analysis of Uvas Creek: excluded because it is not
expected to be needed.
11. Utility Relocation: relocation of existing utilities is not anticipated.
12. Stage Construction Plans: Because the bridge work is located outside of
existing roads, stage construction plans are not included. Preparation of Stage
Construction and Traffic Handling plans will be included as bid items in the
construction contract.
13. Photocopies: We envision that most of our work products will be submitted
electronically (PDF). We have included a budget for Mail and Reprographics
for hard-copy submittals.
14. Anticipated ADA compliance: we anticipate the following guidelines for the
crosswalk profile grades and crossfall:
At the proposed 10th St. / Uvas Parkway Roundabout:
Because this not a stop-controlled intersection, the ADA-allowed grades for
both profile and crossfall are 5% max.
At 10th St. the intersection of 10th St. and Orchard St.:
Crossing 10th St. (roughly north-south): Because this is not a stop-controlled
intersection, these cross walks will have the same crossfall as the profile
grade of the street.
Crossing Orchard (roughly east-west): Because the Orchard St. leg of this
intersection is stop-controlled, the cross fall of the cross walk cannot exceed
2%. The profile grade in the direction of travel within the cross walk cannot
exceed 5%.
15. The timeline with regard to approvals and required decisions from outside
agencies is beyond our control.
Exhibit B - Scope of ServicesDocuSign Envelope ID: C1068A34-0E93-4847-B2EF-13CC59263940
City of Gilroy: Revised Proposal for Design of the 10th St. Bridge
A design baseline schedule will be inserted on this page.
Bengal will prepare this schedule when we receive the controlling schedule for
the environmental permitting Process which govern overall project schedule.
Exhibit C - Milestone ScheduleDocuSign Envelope ID: C1068A34-0E93-4847-B2EF-13CC59263940
BENGAL ENGINEERING TEAM: Task Summary, Resource Estimate & Fees Updated April 23, 2020
CITY OF GILROY: 10TH STREET BRIDGE: DETAIL DESIGN
Subs
PROJECT OR TASK MANAGER $150/HR BRIDGE / HYD. ENG. $150/HRCIVIL ENGINEER - $150/HR GEOTCH ENG. $150/HRENG. GEOLOGIST $150/HRTECHNICIAN - $85/HRADMIN / CLERICAL - $55/HR BENGAL HOURSSubcontractors: See ExpensesTASK ITEM DESCRIPTION HRS HRS HRS HRS HRS HRS HRS HRS $
1 Project Management & Administration
Project Coordination 80 20 20 40 160
Project Kick-Off Meeting 8 8 8 24
Concept Workshop (prepare, chair, document)16 24 40 80 160
Quality Control 40 40
Monthly Updates (12 months)96 12 12 120
Sub total 200 52 108 0 0 92 52 504 64,680$
2 Geometric Approval Drawings (GADs)
Preparation of GAD Submittal 40 16 67 186 309
Sub total 40 16 67 0 0 186 0 309 34,260$
3 Stormwater Mgmt: Post-Construction Performance
Prepare concept plans 8 40 60 108
Infiltration Testing 448
65% design post construction plans 24 150 160 334
Final Storm Water Management Plans 24 80 80 184
Also see infiltration testing, below X
Sub total 56 0 274 0 0 304 0 634 75,340$
4 Environmental Support
Provide Engineering Support (Budget: Scope Undefined)40 40 100 180
Sub total 40 0 40 0 0 100 0 180 20,500$
5 Utility Coordination
Coordination with City regarding waterline (budget)4 16 20
Design of Hangers on Deck Overhang (no charge)0 0 0 0 0 0 0 0
Sub total 4 16 0 0 0 0 0 20 3,000$
5 Geotechnical Studies
Project Management 48 12
0
Preliminary Geotechnical Report (65%)0
Misc. Drafting (Site Exploration Plan, Cross-Sections, etc)8 8
Boring Log Preparation 610 16
Engineering Analyses 8 40 16 64
Prepare Preliminary Foundation Report 4 8 40 32 84
0
Geotechnical Report (100%)0
Misc. Drafting (Site Exploration Plan, Cross-Sections, etc)8 16 24
Foundation Report 8 32 24 64
Sub total 8 24 8 126 106 0 0 272 40,800$
7 Bridge Hydrology and Hydraulic Study
Bridge Hydrology & Hydraulic Study 4 40 20 64
SCVWD Coordination 24 40 8 72
FEMA Floodplain Study 8 8 8 24
ACOE Levee Recertification 20 20 40 80 40 20 220
Sub total 56 68 80 80 40 56 0 380 53,360$
8 Prepare 65% Plans
Prepare 65% Roadway Plans 40 717 984 1741
Prepare 65% Bridge Plans - 10th St. over Uvas Cr 40 380 300 720
Prepare 65% Bridge Plans - Levee Trail 8 60 40 108
0
Sub total 88 440 717 0 0 1324 0 2569 299,290$
9 R/W Mapping
Determine Perm. And Temp. Easments: Bengal 8 16 40 64
Create RW Maps -Bengal Portion 8 16 40 64
Create Legals and Sketches-Bengal Portion 8 16 24
Coordinate with City's R/W Appraiser (budget)16 16
Also See "Reese" below X
Sub total 32 0 40 0 0 96 0 168 18,960$
10 Prepare 95% PS&E
Prepare 95% Roadway Plans 20 401 550 971
Prepare 95% Bridge Plans - 10th St. over Uvas Cr 20 420 160 600
Prepare 95% Bridge Plans - Trail 8 40 40 88
Prepare Construction Schedule 8 8
Prepare 95% Specification/Special Provisions 4 40 60 80 184
Perform 95% Quantity Takeoffs and Calculations 2 70 60 40 172
Sub total 54 570 529 0 0 870 0 2023 246,900$
11 Prepare 100% PS&E
Update Road Plans 16 170 260 446
Update Bridge Plans - 10th St. over Uvas Cr 8 80 40 128
Update Bridge Plans - Trail 8 20 20 48
Update Specification/Special Provisions 4 40 40 84
Update Quantity and Estimate 4 10 40 20 74
Sub total 40 150 210 0 0 380 0 780 92,300$
12 Prepare "Resident Engineering Pending" File
removed from scope as requested by City 0
Sub total0 0 000 00 0 -$
13 Submit Final PS&E
Final PS&E 24 8 68 2 2 127 231
Sub total 24 8 68 2 2 127 0 231 26,395$
Total per-group 642 1344 2141 208 148 3535 52 8070 975,785$
Bengal's
Cost
Cost +
15% Expenses Sub Total
700$ 805.00
38,900$ 44,735.00
Earth Systems: Infiltration Testing 9,330$ 10,729.50
2,300$ 2,300.00
Subtotal Expenses:58,569.50
Total Fee:
Mileage (8 trips)
1,034,355$
Bengal Engineering
BENGAL ENGINEERING FEEReimbursable Expenses
Mail & Repographics (budget)
Reese Surveying
Exhibit D - Payment ScheduleDocuSign Envelope ID: C1068A34-0E93-4847-B2EF-13CC59263940
City of Gilroy: Revised Proposal for Design of the 10th St. Bridge
WAGE RATES
Bengal Engineering’s Wage Rates and Classification of Personnel
Classification Rate
Project Manager $150/hr
Bridge Engineer $150/hr
Geotechnical Engineer $150/hr
Civil Engineer $150/hr
Environmental Specialist $150/hr
Drafter/Technician $ 85/hr
Clerical $ 55/hr
At the time this proposal was prepared we expect this project to take about 2 years to
complete. Wage rates are therefore in effect until December 31, 2022
Direct Costs
Travel cost +15%
Vehicle $0.575 /mile or current IRS-approved rate
Reproduction/ Postage cost + 15%
Reimbursable Expenses cost + 15%
Exhibit D - Payment ScheduleDocuSign Envelope ID: C1068A34-0E93-4847-B2EF-13CC59263940
900-B Los Osos Valley Road
Los Osos, CA 93402
805.439.2741
January 23, 2020
Mr. Scott Onishuk, PE
Bengal Engineering, Inc.
360 South Hope Ave, Suite C-110
Santa Barbara, CA 93105
Dear Mr. Onishuk:
Subject: 10TH STREET BRIDGE PROJECT PROPOSED RIGHT OF WAY, GILROY, CA
Thank you for your inquiry about REESE Water & Land Surveying Services assisting with subject
project. After a discussion with you about the survey portion of the project, I offer the following
proposal for land survey work.
This proposal is intended to continue right of way work performed for Bengal Engineering in
2016 and later. That work provided mapping of the then existing right of way. This proposal builds on
that right of way work and provides documentation for the acquisition of permanent right of way
(TAKES) and for temporary construction easements (TCEs) for building the project.
My understanding is that the engineering design limits have changed. For this proposal, I have
used the prior bridge and street design from De Anza Street to Orchard Drive as a guide. While it is
expected that a revised engineering design will change configurations of the TAKES and TCEs, I
believe this will not substantively affect the number of affected parcels or number of legal
descriptions in the proposed tasks below.
TASK A – TITLE REPORTS
This task includes new condition of title reports (COTRs) for five existing parcels affected by the
new design limits and their review.
This task will cost $4,500.
TASK B – RIGHT OF WAY - TAKES
This task includes production of legal descriptions - Exhibit A (description) and Exhibit B (graphic)
– for the TAKES required by the new engineering design and mapping those new parcels on the
existing prior existing right of way mapping.
This task will cost $21,500
TASK C – RIGHT OF WAY - TCEs
This task includes production of legal descriptions - Exhibit A (description) and Exhibit B (graphic)
– for the TCEs required by the new engineering design and mapping those new parcels on the
existing prior existing right of way mapping.
This task will cost $12,900
The total for the tasks above will cost $38,900
Please see the attached “Standard Project Conditions” for other items not included in above
proposal or that may be outside the scope of billing or work.
Thank you for the opportunity to present this proposal. If the above scope of work and the
attached “Standard Project Conditions” are acceptable, please sign, date and return this letter and
the attached “Standard Project Conditions” sheet at your earliest convenience. If you need to change
Exhibit D - Payment ScheduleDocuSign Envelope ID: C1068A34-0E93-4847-B2EF-13CC59263940
Mr. Scott Onishuk, PE
January 23, 2020
Page 2 of 3
2020-bengal-gilroy-10thst.docx
the scope of work as outlined above or would like to discuss any part of this proposal, please do not
hesitate to call.
Very truly yours,
Robert J. Reese, Calif. LS 6208
Attachment: “Standard Project Conditions”
Accepted by:
client signature date title
Exhibit D - Payment ScheduleDocuSign Envelope ID: C1068A34-0E93-4847-B2EF-13CC59263940
Mr. Scott Onishuk, PE
January 23, 2020
Page 3 of 3
2020-bengal-gilroy-10thst.docx
Standard Project Conditions - REESE Water & Land Surveying Services (RWLSS)
Project 10TH STREET BRIDGE PROJECT PROPOSED RIGHT OF WAY, GILROY, CA
Client BENGAL ENGINEERING, INC, c/o SCOTT ONISHUK, PE
A. STANDARD PROJECT CONDITIONS:
Original materials are copyright 2020, RWLSS unless otherwise directed.
Scope of work and services are described in proposal dated January 23, 2020
Schedule for project commencement is dependent on workload when notice to proceed is given.
Payment is due upon completion of described scope of work.
Progress billing may be submitted on a monthly basis. The outstanding balance after project completion
is due upon receipt.
The following items, if incurred, that are not listed in the proposal will be billed at cost: research,
graphic, reproduction or printing expenses; postage, telephony, courier or special mailing expenses;
photography, prints and reprint expenses; outside fees including, but not limited to permits, application
fees, recording fees, filing fees, etc.
B. SPECIFIC PROJECT CONDITIONS:
This proposal is good for 60 days.
Billing will be based on fee schedule rates fixed fee NTE proposal
Consultation or coordination with client and/or third parties will be billed according to
current fee schedule rate of $ 170.00 per hour.
C. ITEMS REQUIRED TO BE PROVIDED BY THE CLIENT
Right of entry provided hereby for performance of the survey and related activities.
The required deposit before beginning is % $ waived
The following items and Information shall be provided by client at no additional cost:
Title information: Title Report OR Prelim. Title Report OR Deed(s) Control data
Other: design information if & as needed
(The following are required per B&P Code §8759 and Admin. Code §463.5.)
A written agreement regarding any a) additional services or b) substantial changes to scope or
conditions will be made before performance of additional services or under changed scope or
conditions. The agreement shall include changes to costs and schedule.
RWLSS has a right to complete the services described and agreed upon for this project. However,
this agreement may be terminated by a) written notice from either client or RWLSS prior to any
expenses being incurred on client’s behalf or b) payment for expenses and services rendered up to
the date of receipt of client’s written notice to terminate, provided said notice to terminate is agreed
to by RWLSS.
Disputes arising out of this agreement that remain unresolved by negotiation between client and
RWLSS shall be first submitted to mediation services and secondly, if still unresolved, to binding
arbitration services in accordance with American Arbitration Association rules. Venue for
mediation or arbitration shall be San Luis Obispo, California. All costs in connection with mediation
or binding arbitration services shall be borne by client.
Robert J. Reese is licensed by the California Board for Professional Engineers, Land Surveyors
and Geologists.
January 23, 2020
Robert J. Reese, Calif. LS 6208 date
client signature date title
date title
Exhibit D - Payment ScheduleDocuSign Envelope ID: C1068A34-0E93-4847-B2EF-13CC59263940
W O R K O R D E R
EARTH SYSTEMS PACIFIC (“CONSULTANT”) AND CLIENT AGREE TO A WORK ASSIGNMENT FOR EARTH SYSTEMS PACIFIC AS FOLLOWS:
Date: April 8, 2020 Proposal No.: HOL-20-03-003
Doc. No.: 2003-022.WO.REV2
Name of Project: City of Gilroy Infiltration Testing
Order Received by: Brett Faust
Client Name: Bengal Engineering, Attn. Mr. Scott Onishuk, PE
Client Address: 360 S. Hope Avenue, Suite C-110, Santa Barbara, CA 93105
Location of Project: Tenth Street and Uvas Parkway, Gilroy, California
Scope of Services: One set of two soil infiltration rate tests drilled at the approximate center of each of three
proposed basins and proposed trench on the shoulder of Tenth Street. Tests performed
in general accordance with the Deep Quick Infiltration Testing Methodology, Native Soil
Assessment for Small Infiltration-Based Stormwater Control Measures, Central Coast Low
Impact Initiative. Report of test methods, map showing the approximate test locations,
and tables of the infiltration test results. Notify Underground Services Alert.
Fees to be Charged: *Time and Materials per January 2020 and 2021 Fee Schedules; Estimate $9,330.00
I have read and agree to all terms of this document,
including the attached terms for services (7/2017).
AGREED TO AND ACCEPTED:
Earth Systems Pacific
DIR Public Works Registration No. 1000003643 Bengal Engineering
Client (Party responsible for payment)
Brett Faust, CEG 2386
Vice President by Authorized Representative (please print)
April 8, 2020
Date Signature and Title
Date
PLEASE RETURN A SIGNED COPY
TO EARTH SYSTEMS PACIFIC Telephone Number
Email Address
IF THE CLIENT DOES NOT OWN THE PROPERTY, PLEASE FILL IN THE PROPERTY OWNER'S NAME AND ADDRESS:
Name:__________________________________________________
Address:________________________________________________
*Rates are subject to change due to changes in prevailing wage law or its application. In the event that it is determined or alleged
that Prevailing Wage Law applies to any additional aspect of the project, the client agrees to pay Earth Systems Pacific (Consultant)
any and all additional compensation necessary to adjust Consultant's wage, to pay any penalties that may be levied against
Consultant due to alleged noncompliance with the Prevailing Wage Law, and to pay for apprentices, supervision, certified payrolls,
and other administrative costs as necessary to comply with Prevailing Wage Law. In the event that work thought to be subject to
prevailing wage is determined not to be subject to prevailing wage, no refund of fees will be given. January 2020 Fee Schedule
Exhibit D - Payment ScheduleDocuSign Envelope ID: C1068A34-0E93-4847-B2EF-13CC59263940
_
TERMS FOR SERVICES
1. INVESTIGATION, MONITORING & INSPECTION If the services include monitoring or inspection of soil, construction and/or materials,
Client shall authorize and pay for Consultant to provide sufficient observation and professional inspection to permit Consultant to form
opinions according to accepted statistical sampling methods as to whether the work has been performed in accordance with
recommendations. Such opinions, while statistically valid, do not guaranty uniformity of conditions or materials. Similarly, soils and
geology investigations do not guaranty uniformity of subsurface conditions. Client hereby represents and warrants that it has provided
and shall provide to Consultant all information and sufficient advance notice necessary in order for Consultant to perform the appropriate
level of services. No statement or action of Consultant can relieve Client’s contractors of their obligation to perform their work properly.
Consultant has no authority to stop the work of others.
2. SITE ACCESS & UTILITIES Client has sole responsibility for securing site access and locating utilities.
3. BILLING AND PAYMENT Client will pay Consultant the proposal amount or, if none is stated, according to the fee schedule attached to
the proposal. Payment is due on presentation of invoices, and is delinquent if Consultant has not received payment within thirty (30) days
from date of an invoice. Client will pay an additional charge of 1 1/2 (1.5) percent per month (or the maximum percentage allowed by law,
whichever is lower) on any delinquent amount, excepting any portion of the invoiced amount that is disputed in good faith. Each payment
will first be applied to accrued interest, costs and fees and then to the principal unpaid amount. All time spent and expenses incurred
(including any in‐house or outside attorney's fees) in connection with collection of any delinquent amount will be paid by the Client to
Consultant per Consultant's current fee schedule. Services to be performed by Consultant hereunder which are not set forth in this
proposal and/or Work order are additional services. Any additional services provided by Consultant shall be subject to the terms of this
contract and charged per Consultant’s current fee schedule.
4. OWNERSHIP OF DOCUMENTS Consultant owns all documents it creates and grants Client limited license to use the documents for the
purposes stated in the documents. Consultant reserves the right to withhold delivery of documents to Client until payment in full of current
invoices has been received.
5.TERMINATION This agreement may be terminated by either party effective 7 days from the date of written notice, or if the client
suspends the work for three (3) months. In the event of termination, Consultant will be paid for services performed prior to the date of
termination plus reasonable termination expenses. If Consultant has not received payment for any invoice within 30 days from the date
of the invoice, or in the event of anticipatory breach by Client, Consultant may suspend performance of its services immediately and may
terminate this contract.
6. RISK ALLOCATION In order for Client to obtain the benefit of a fee which includes a lesser allowance for compensating Consultant for
its litigation risk, Client agrees to indemnify, hold harmless and defend Consultant, its agents, employees, or officers, from and against any
and all loss, claim, expenses, including attorney’s fees, injury, damages, liability or costs arising out of non‐design services (i.e., services
other than as defined by Civil Code Section 2784) performed by Consultant on this project, except where such loss injury, damage, liability,
cost, expenses or claims are the result of the sole negligence or willful misconduct of Consultant. Regarding any loss due to the negligence
or willful misconduct of Consultant, or any loss due to design defects, Client agrees to limit the total aggregate liability of Consultant, its
agents, employees, and officers to Client, and to all construction contractors and subcontractors on the entire project, to the greater of
$25,000.00 or total fees charged by Consultant. Client further agrees to require of the contractor and his subcontractors an identical
limitation of Consultant's liability for damage suffered by the contractor or the subcontractor arising from any alleged breach or negligence
of Consultant. You should consult with an attorney experienced in construction contracts and litigation regarding this provision.
7. HAZARDOUS MATERIALS Consultant is responsible only for hazardous materials brought by Consultant onto the site. Client retains
ownership and responsibility in all respects for other hazardous materials and associated damage.
8.THIRD PARTIES AND ASSIGNMENT This Contract is intended only to benefit the parties hereto. No person who is not a signatory to this
Contract shall have any rights hereunder to rely on this Contract or on any of Consultant’s services or reports without the express written
authorization of Consultant. This Contract shall not be assigned by Client without the Consultant’s written consent. This Contract is binding
on any successor companies to Client or Consultant, and on the surviving corporation in the event of a merger or acquisition.
9. GOVERNING LAW, SURVIVAL AND FORUM SELECTION The contract shall be governed by laws of the Federal Government. If any of the
provisions contained in this agreement are held invalid, the enforceability of the remaining provisions will not be impaired. Limitations of
liability, indemnities, representations and warranties by Client will survive termination of this agreement. The signatories represent and
warrant that they are authorized by the entities on whose behalf they sign to enter into this contract and that their principals have filed
fictitious business name statements, if required. All disputes between Consultant and client related to this agreement will be submitted to
the court of the county where Consultant's principal place of business is located and client waives the right to remove the action to any
other county or judicial jurisdiction.
7/2017 HANDWRITTEN CHANGES NOT VALID Page 2
(PW Terms)
Exhibit D - Payment ScheduleDocuSign Envelope ID: C1068A34-0E93-4847-B2EF-13CC59263940
FEE SCHEDULE – DSA/OSHPD
(Effective January 1, 2020)
This schedule presents rates for professional and technical services in the fields of geotechnical engineering, engineering
geology, environmental consulting, construction observation and testing, and special inspection. Listed are charges for
services most frequently performed by Earth Systems. Additional services not listed are available and can be discussed
upon request; fixed-fee quotes for some services can also be provided upon request. To discuss a scope of work and fees
for a specific project, please contact our office.
PERSONNEL Hourly Rate
Principal Professional ............................................................................................................................................. $215.00
Associate Professional ........................................................................................................................................... $195.00
Senior Professional ................................................................................................................................................ $180.00
Project Professional ............................................................................................................................................... $155.00
Staff Professional ................................................................................................................................................... $140.00
Special Inspector, Prevailing Wage* ...................................................................................................................... $130.00
Technician, Prevailing Wage* ................................................................................................................................ $125.00
Special Services/Caltrans Technician, Prevailing Wage* ....................................................................................... $125.00
Special Services Technician .................................................................................................................................... $115.00
Special Inspector .................................................................................................................................................... $100.00
Technical Assistant................................................................................................................................................... $90.00
Technician ................................................................................................................................................................ $95.00
Clerical/Administrative ............................................................................................................................................ $75.00
* Technician/Inspector Classifications as defined by the State of California Department of Industrial Relations.
BASIS OF CHARGES
1. The prevailing wage (PW) rates presented herein are based on current rates established by the Department of
Industrial Relations (DIR). If, during the course of the project, prevailing wage rates are increased by DIR, rates are
subject to adjustment.
2. Field services for regular work days are subject to a 4-hour minimum charge, and billed in 4-hour increments.
3. Work performed on Saturdays, night work, and for premium hours (before 7 a.m., after 5 p.m. or more than 8 hours
in one day) for personnel are at time and one-half; Sundays and holidays are at double time. Also, please note
requirements concerning overtime, shift work, travel time, holidays, and other factors can vary for different
classifications of work under prevailing wage regulations.
4. A 2-hour cancellation charge applies if scheduled inspection or testing is cancelled after 4 p.m. the day prior to the
scheduled work.
5. Mileage is invoiced at a rate of $0.80/mile (portal-to-portal).
6. Nuclear density gauge charge: $15.00/hour.
7. Weekly special inspection report charge: $120.00.
8. Subcontracted services, materials, rental equipment, out of town travel, and expenses are charged at cost plus 20
percent. Fixed per diem rates for specific projects can be provided upon request.
9. Report copies: $30.00 each (minimum). Posting of electronic documents to project websites will be charged at
clerical/administrative services rate.
10. Projects where State regulations require electronic submittal of Certified Payroll to DIR for prevailing wage will be
assessed a fee of $70.00/week. Additional time required to address specific requests related to DIR/Labor
Compliance will be charged at the clerical/administrative services rates.
11. Invoices are payable upon presentation. Invoices thirty days past due are subject to a service charge of one and one-
half percent per month. Payments using a credit card will be assigned a 3% surcharge.
12. Rates are effective through June 30, 2020.
Exhibit D - Payment Schedule
December 31, 2021 based on discussion between
Scott Onishuk and Brett Faust
DocuSign Envelope ID: C1068A34-0E93-4847-B2EF-13CC59263940
FEE SCHEDULE – DSA/OSHPD – MATERIALS TESTING
(Effective January 1, 2020)
BASIS OF CHARGES
Rates for field work such as materials sampling, construction inspection, and field evaluation will be in accordance with the
Personnel Rates listed in the basic Fee Schedule. The below listed rates apply to standard ASTM test methods. An
additional hourly charge ($80.00/hr.) will be applied for cutting, capping, or other preparation of non-standard samples
and, where noted, for steel samples.
SOILS
All prices are based on California and Modified California sample sizes (2” – 2.5” diameter) unless noted otherwise.
Preparation of 3” diameter samples add $20.00. Testing of contaminated soil will be per quote. Samples will be returned
to sender for proper disposal.
Atterberg Limits: Liquid Limit or Plastic Limit................................................................................................................ $115.00
Atterberg Limits: Plasticity Index .................................................................................................................................. $220.00
California Bearing Ratio, 3 points; incl. ref maximum density ...................................................................................... $575.00
California Bearing Ratio, 9 points; incl. ref maximum density ...................................................................................... $945.00
Consolidation, one dimensional .................................................................................................................................... $205.00
Consolidation, timed, per point .................................................................................................................................... $100.00
Basic Corrosivity w/out Rpt (pH, Sulfate, Chl., Resistivity) ........................................................................................ Per Quote
Direct Shear, 3 points minimum ................................................................................................................................... $300.00
Expansion Index Test ..................................................................................................................................................... $200.00
Maximum Density and Optimum Moisture: 4” Mold ................................................................................................... $260.00
Maximum Density and Optimum Moisture: 6” Mold ................................................................................................... $305.00
Maximum Density and Optimum Moisture: California Impact ..................................................................................... $295.00
Moisture and Unit Weight Determination, from ring samples ....................................................................................... $30.00
Moisture Only .................................................................................................................................................................. $25.00
Permeability Tests, constant head or falling head .................................................................................................... Per Quote
R-Value .......................................................................................................................................................................... $300.00
R-Value, CA State Hwy/set of 3, Cement, Lime, Other addts ........................................................................................ $370.00
Hydro Collapse Potential ............................................................................................................................................... $175.00
Hydrometer Analysis, assumed specific gravity, with 200 wash ................................................................................... $235.00
Sieve/Hydrometer Anlys, assumed specific grvty, w/200 wash .................................................................................... $250.00
Sieve Analysis, Aggregate Base/Subbase ...................................................................................................................... $145.00
Sieve Analysis 200 wash only .......................................................................................................................................... $90.00
Sieve Analysis with wash ............................................................................................................................................... $125.00
Sieve Analysis, Oversize Material .................................................................................................................................. $210.00
Specific Gravity .............................................................................................................................................................. $145.00
Swell Test, undisturbed ................................................................................................................................................. $200.00
Swell Test, remolded ..................................................................................................................................................... $225.00
Unconfined Compressive Strength, untreated .............................................................................................................. $105.00
Unconfined Compressive Strength, lime or cement treated mtrl ................................................................................. $480.00
THERMAL RESISTIVITY TESTS
Concrete, 1 pt w/moisture content (req spcl collection proc) .................................................................................. Per Quote
Field Testing using Thermal Resistivity Meter ........................................................................................................... Per Quote
Soil, per moisture point, per sample ......................................................................................................................... Per Quote
Soil, 3 moisture points with dry-out curve, per sample ............................................................................................ Per Quote
CONCRETE AGGREGATE
Abrasion, L.A. Rattler, 100 and 500 revolutions ............................................................................................................ $270.00
Absorption, Coarse Aggregate ........................................................................................................................................ $80.00
Absorption, Fine Aggregate ........................................................................................................................................... $120.00
Clay Lumps and Friable Particles in Aggregate .............................................................................................................. $120.00
Cleanness Value of Coarse Aggregate ........................................................................................................................... $140.00
Crushed Particles, each size .......................................................................................................................................... $120.00
Exhibit D - Payment ScheduleDocuSign Envelope ID: C1068A34-0E93-4847-B2EF-13CC59263940
FEE SCHEDULE – DSA/OSHPD – MATERIALS TESTING
(Effective January 1, 2020)
CONCRETE AGGREGATE (Cont.)
Durability Index, Coarse or Fine Aggregate ................................................................................................................... $150.00
Flat and Elongated Particles in Aggregate ..................................................................................................................... $120.00
Organic Impurities in Fine Aggregate .............................................................................................................................. $90.00
Potential Reactivity of Aggr by Chemical Method, ea size ........................................................................................ Per Quote
Sand Equivalent ............................................................................................................................................................. $130.00
Sieve Analysis, washed .................................................................................................................................................. $160.00
Soundness, Sodium Sulfate, 5 cycles ............................................................................................................................. $350.00
Specific Gravity, Coarse Aggregate ................................................................................................................................ $120.00
Specific Gravity, Fine Aggregate .................................................................................................................................... $150.00
Uncompacted Void Cntnt of Fine Agg Angularity, w/fine Agg SG ................................................................................. $240.00
Unit Weight of Aggregate ................................................................................................................................................ $90.00
CONCRETE CYLINDERS, BEAMS AND CORES
Compression Test of Cast Cylinders ................................................................................................................................ $40.00*
Compression Test of Cored Samples, cored at laboratory ............................................................................................ $120.00
Compression Test of cores delivered by others .............................................................................................................. $75.00
Compression Test of Lightweight Concrete .................................................................................................................... $50.00*
Density of Concrete Cylinders ......................................................................................................................................... $80.00
Density of Hardened Concrete ........................................................................................................................................ $90.00
Flexural Strength, Simple Beam with Third Point Loading ............................................................................................ $110.00
Grading of Shotcrete Cores ............................................................................................................................................. $65.00
Sample Storage, monthly per sample ............................................................................................................................. $30.00
Shrinkage, set of 3 ......................................................................................................................................................... $420.00
Unit Weight of Lightweight Concrete .............................................................................................................................. $65.00
Enviro. Recycling Fee, per cylinder, core or beam ............................................................................................................ $1.50
Enviro. Recycling Fee, per flex beam ................................................................................................................................. $3.00
Enviro. Recycle Fee/Form Stripping, per shotcrete panel/beam .................................................................................... $50.00
MASONRY
Absorption of Block, set of 3 ......................................................................................................................................... $130.00
Absorption/Specific Gravity/Moisture Content of Block, set of 3 ................................................................................. $315.00
Compression Test, 2” x 4” Mortar Cylinders ................................................................................................................... $38.00*
Compression Test, 3” x 3” x 6” Grout Samples ............................................................................................................... $65.00*
Compression Test on Block, set of 3.............................................................................................................................. $160.00
Compression Test on Grouted Prisms, includes cutting ................................................................................................ $160.00*
Compression Test on Masonry Cores .............................................................................................................................. $65.00
Coring of Grouted Masonry by Subcontractor ..........................................................................................................cost + 20%
Masonry Shrinkage, set of 3 .......................................................................................................................................... $255.00
Moisture Content of Block as received, set of 3 ............................................................................................................. $85.00
Shear Test on Masonry Cores, 2 faces .......................................................................................................................... $105.00
Specific Gravity and Unit Weight of Block, set of 3 ....................................................................................................... $100.00
Enviro. Recycling Fee, per masonry prism ......................................................................................................................... $3.00
Enviro. Recycling Fee, per mortar or grout sample ........................................................................................................... $1.50
* Includes formal report of test results following 28-Day tests.
FIREPROOFING
Fireproof Bond Test ................................................................................................................................................... Per Quote
Fireproofing Density Test (1) ......................................................................................................................................... $265.00
ASPHALT CONCRETE
Bulk Specific Gravity of Compacted Specimens and Core Samples ................................................................................. $75.00
Compaction of Lab Samples, CA Kneading Compactor, set of 3.................................................................................... $245.00
Compaction of Lab Samples, CA Kneading Compactor, set of 5.................................................................................... $400.00
Exhibit D - Payment ScheduleDocuSign Envelope ID: C1068A34-0E93-4847-B2EF-13CC59263940
FEE SCHEDULE – DSA/OSHPD – MATERIALS TESTING
(Effective January 1, 2020)
ASPHALT CONCRETE (Cont.)
Compaction of Lab Spls, Mrshl Mthd set of 3 –(50 blows/side) .................................................................................... $245.00
Compaction of Lab Spls, Mrshl Mthd set of 3 –(75 blows/side) .................................................................................... $260.00
Extraction of Oil from A.C. Mixtures .............................................................................................................................. $280.00
Extraction of Oil from Rubberized Mixtures .................................................................................................................. $370.00
Gyratory Compactor, per set of field mixed asphalt ..................................................................................................... $480.00
Hamburg Wheel Tracker Test, per set of field mixed asphalt ....................................................................................... $780.00
Ignition Oven Binder Cntnt, after initial corr value is det .............................................................................................. $280.00
Ignition Oven Binder Cntnt Corr Value /mix design, ave of 3 ........................................................................................ $805.00
Ignition Oven Gradation Correction Value, per mix design ....................................................................................... Per Quote
Moisture Content ............................................................................................................................................................ $55.00
Sieve Analysis of Extracted Aggregate ........................................................................................................................... $280.00
Sieve Analysis of Ignition Oven Residue ........................................................................................................................ $170.00
Specific Gravity, Theoretical Maximum, Rice Method .................................................................................................. $130.00
Stability and Flow, Marshall Apparatus, set of 3 ........................................................................................................... $230.00
Stabilometer, Hveem S-Value, set of 3 .......................................................................................................................... $330.00
Enviro. Recycling Fee, per sample ..................................................................................................................................... $1.50
Enviro. Recycling Fee for Extracted Oils .......................................................................................................................... $30.00
REINFORCING AND STRUCTURAL STEEL
Bend Test of Welded Specimen, sample preparation not incl ........................................................................................ $85.00
Pipe Flattening Test, sample preparation not included .................................................................................................. $70.00
Reinforcing Steel Coupler Tensile and Slip Tests ........................................................................................................... $255.00
Structural Steel Bend Test, sample preparation not included ........................................................................................ $85.00
Structural Steel Machining/Sample Preparation .......................................................................................................cost + 20%
Structural Steel Tensile Test, sample prep not included ................................................................................................. $85.00
Tensile and Bend Tests of Reinforcing Bar, #2 through #9 ............................................................................................ $135.00
Tensile and Bend Tests of Reinforcing Bar, #10 through #18 .................................................................................... Per Quote
Enviro. Recycling Fee, per sample ..................................................................................................................................... $1.50
BOLT TESTS
Bolt Tests, chemical or mechanical ...........................................................................................................................cost + 20%
WELDER QUALIFICATION
AWS D1.1: 3/8” Plate, per position ........................................................................................................................... Per Quote
AWS D1.1: 1” Plate, per position ............................................................................................................................... Per Quote
AWS D1.3: Sheet Steel ............................................................................................................................................... Per Quote
AWS D1.4: Reinforcing Bar ........................................................................................................................................ Per Quote
ASME/API Pipe Sections ............................................................................................................................................ Per Quote
EQUIPMENT/CHARGES (Does Not Include Personnel)
110-volt Portable Electric Generator .................................................................................................................... $105.00/day
Anchor Pull Test Equipment ...................................................................................................................................... $40.00/hr.
Bailer (disposable) w/dedicated rope ...................................................................................................................... $25.00/ea.
Concrete and Asphalt Concrete Coring Equipment...................................................................................................cost + 20%
Concrete Slab Moisture Transition Kit...................................................................................................................... $35.00/ea.
Conductivity Meter....................................................................................................................................................cost + 20%
Cut-Off Saw ............................................................................................................................................................. $80.00/day
Double Ring Infiltrometer (per set) ....................................................................................................................... $155.00/day
Drum Dolly............................................................................................................................................................... $25.00/day
Drums ....................................................................................................................................................................... $75.00/ea.
Dynamometer, In-line Scale ...................................................................................................................................... Per Quote
Hammer Drill ........................................................................................................................................................... $55.00/day
Hand Auger/Sampler Equipment ............................................................................................................................ $50.00/day
Lock n, Load VOC Sample Pres. Sys. ......................................................................................................................... $20.00/ea.
Exhibit D - Payment ScheduleDocuSign Envelope ID: C1068A34-0E93-4847-B2EF-13CC59263940
FEE SCHEDULE – DSA/OSHPD – MATERIALS TESTING
(Effective January 1, 2020)
EQUIPMENT/CHARGES (Cont.) (Does Not Include Personnel)
Magnetic Particle Equipment .................................................................................................................................... Per Quote
Manometer ........................................................................................................................................................... $100.00/day
Mini-Troll Groundwater Level Transducer ............................................................................................................ $100.00/day
Mobile Laboratory ..................................................................................................................................................... Per Quote
Nuclear Density Equipment ....................................................................................................................................... $15.00/hr.
Paint Thickness Meter ............................................................................................................................................... Per Quote
Vehicle with Percolation Tank System .................................................................................................................. $250.00/day
Personal Protective Equipment Level C..................................................................................................................... Per Quote
Pile Driving Equipment (for pile load testing) ........................................................................................................... Per Quote
Pile Load Testing Equipment ..................................................................................................................................... Per Quote
Pulse Velocity Meter ................................................................................................................................................. Per Quote
Rebound Hammer (Schmidt Hammer) .................................................................................................................... $50.00/day
Reinforcing Steel Locating Equipment (DR-Meter) ............................................................................................... $100.00/day
Relative Humidity Meter ....................................................................................................................................... $100.00/day
Off Road Vehicle ........................................................................................................................................................ Per Quote
Safety and Specialty Equipment ................................................................................................................................ Per Quote
Sampling Consumables ............................................................................................................................................. Per Quote
Skidmore Bolting Calibration Equipment .............................................................................................................. $125.00/day
Slope Inclinometer Equipment, per hole .................................................................................................................. Per Quote
Soil Sampling Containers (metal) ............................................................................................................................. $15.00/ea.
Soil Sampling Containers (glass) ................................................................................................................................. $5.00/ea.
Tape Extensometer ................................................................................................................................................... Per Quote
Tension Equipment ............................................................................................................................................... $200.00/day
Torque/Tension Equipment .................................................................................................................................. $200.00/day
Water Level Indicator .............................................................................................................................................. $45.00/day
Windsor Probe, set of 3 ............................................................................................................................................. Per Quote
Per Diem .................................................................................................................................................................... Per Quote
DIR Compliance/eCPR, per week ..................................................................................................................................... $70.00
DSA Box Posting, ea. ........................................................................................................................................................ $70.00
DSA Lab Compliance, per week ....................................................................................................................................... $50.00
Vehicle Mileage Charge ..................................................................................................................................................... $0.80
Exhibit D - Payment ScheduleDocuSign Envelope ID: C1068A34-0E93-4847-B2EF-13CC59263940
EXPERT WITNESS SERVICES
(Effective January 1, 2020)
The following rates apply to deposition testimony, arbitration testimony, hearings and court appearances.
HOURLY CHARGES FOR PERSONNEL
Principal Professional ........................................ $400.00
Associate Professional ....................................... $300.00
Senior Professional ............................................ $250.00
Clerical/Admin Services ....................................... $90.00
SPECIAL SERVICES
Deposition ................................................. $400.00/hr.2
Arbitration ................................................... $400.00/hr.
Court Appearance/Hearings ........... $1,500.00/half day3
Standby to Appear .................................... $750.00/day4
BASIS OF CHARGES
1. Hourly rates are charged during investigation, analysis, consultation, and preparation services.
2. Estimated deposition fee payable in advance by party requesting deposition. The difference between advance
payment and final fee to be billed or refunded in accordance with the fee and billing information in this schedule.
Fee for reviewing deposition transcript will be billed at hourly rates to the party requesting the review.
3. Minimum half day charge will apply to court appearances and hearings. Time extending through the noon hour
will be subject to the full day charge of $3,000.00.
4. Days, or portions thereof, reserved for appearances at hearings, court, or arbitrations, during which we are not
required to be away from our offices will be subject to a standby charge of $750.00. Standby at other locations
will be charged at the general hourly rates.
Exhibit D - Payment ScheduleDocuSign Envelope ID: C1068A34-0E93-4847-B2EF-13CC59263940
CONTRACT CHANGE ORDER MATRIX4/23/2020CITY OF GILROY: 10TH STREET BRIDGE: DETAIL DESIGNOld TO # Item Budget Spent Remaining New TO # Budget1 Proj Mgt & Admin 51,620.00 49,460.00 2,160.00 1 Proj Mgt & Admin64,680 62,5202 Geometric Approval Drawings34,260 34,2603 Stormwater Mgmt.: PCP75,340 75,3402 Environmental Support22,200 21,953248 4 Environmental Support20,500 20,2533 Field Surveying & Mapping8,860 6,594 2,266-2,2664 Utility Coordination11,200 28,801 -17,601 5 Utility Coordination3,000 20,6015 Geotechnical Studies64,200 49,875 14,325 6 Geotechnical Studies40,800 26,4756 Bridge Hydraulics76,400 60,95915,441 7 Bridge H&H Study53,360 37,9197 Prepare 65%Plans848,320 667,999180,321 8 Prepare 65%Plans299,290 118,9698 R/W Mapping23,0800 23,080 9 R/W Mapping18,960 -4,1209 Prepare 95% PS&E338,7250 338,725 10 Prepare 95% PS&E246,900 -91,82510 Prepare 100% PS&E120,7000 120,700 11 Prepare 100% PS&E92,300 -28,40011 Prepare "RE" Pending File2,4800 2,480 12 Prepare "RE" Pending File- -2,48012 Submit Final PS&E23,0450 23,045 13 Submit Final PS&E26,395 3,35013 Bid Support21,8600 21,860-21,86014 Street Safety Plans: 10th St. & Princevalle32,000 30,030 1,970-1,97015 Engineering Support During Construction98,7000 98,700-98,700Mail & Repographic Budget1150501649Mail & Repographic Budget805 156Reese Surveying44850 32,605 12,245Reese Surveying44,735 32,490Subsurface Designs36,455 36,4550Subsurface Designs- 0Travel2,346540 1,806Travel2,300 494Earth Systems: Infiltration Test.10,730 10,730Central Coast (South Princevalle)1,8980 1,898Central Coast (South Princevalle)-1,898Total1,830,089$ 985,770$ 844,319$ Total1,034,355$ 190,036$ Deleted from contractAdd'l BudgetItemNew ScopeOld ScopeExhibit D - Payment ScheduleDocuSign Envelope ID: C1068A34-0E93-4847-B2EF-13CC59263940