R-2022-217 - 6/23/2022r
RESOLUTION NO. R-2022-217
WHEREAS, the City of Round Rock, Texas (the "City") is a participating and founding
member of the Brushy Creek Regional Utility Authority, Inc., (the "BCRUA"); and
WHEREAS, the BCRUA retained engineering services with Walker Partners/Freese and
Nichols Joint Venture for the BCRUA Phase 2 Raw Water Delivery System Project; and
WHEREAS, Walker Partners/Freese and Nichols Joint Venture has submitted Supplemental
Contract No. 13 to the Contract to modify the provisions for the scope of services and to increase the
compensation by $22,641,893; and
WHEREAS, the City desires to authorize the BCRUA to enter into said supplemental contract
with Walker Partners/Freese and Nichols Joint Venture, Now Therefore
BE IT RESOLVED BY THE COUNCIL OF THE CITY OF ROUND ROCK, TEXAS,
That the City Council hereby authorizes the Brushy Creek Regional Utility Authority to enter
into Supplemental Contract No. 13 with Walker Partners/Freese and Nichols Joint Venture for the
BCRUA Phase 2 Raw Water Delivery System Project, a copy of said contract being attached hereto as
Exhibit"A"and incorporated herein for all purposes.
The City Council hereby finds and declares that written notice of the date, hour, place and
subject of the meeting at which this Resolution was adopted was posted and that such meeting was
open to the public as required by law at all times during which this Resolution and the subject matter
hereof were discussed, considered and formally acted upon, all as required by the Open Meetings Act,
Chapter 551, Texas Government Code, as amended.
RESOLVED this 23rd day of June, 2022.
CRAIGRGA , Mayor
City of Round Rolk, Texas
ATTEST:
MEAGAN SP S, City Clerk
0112.20222;4870-1323-0373
EXHIBIT
„A„
:emA BRUSHY CREEK
REGION, UTILITY AUTH,.
A Partnership o/ Cedar Park. Leander. and Round Nock
SUPPLEMENTAL CONTRACT NO. 13
TO CONTRACT FOR ENGINEERING SERVICES
FIRM:WALKER PARTNERS/FREESE AND NICHOLS JOINT VENTURE ("Enaineer")
ADDRESS: 804 Las Cimas Parkway, Suite 150,Austin, TX 78746
PROJECT: BCRUA Phase 2 Raw Water Delivery System
This Supplemental Contract No. 13 to Contract for Engineering Services is made by and between
the BRUSHY CREEK REGIONAL UTILITY AUTHORITY, INC., hereinafter called
"BCRUA" and Walker Partners//Freese and Nichols Joint Venture, hereinafter called the
"Engineer".
WHEREAS, BCRUA and Engineer executed a Contract for Engineering Services, hereinafter
called the "Contract", on the 28th day of November, 2018 for the BCRUA Phase 2 Raw Water
Delivery System Project in the lump sum amount of $12,518,037.00 for Engineering Services
excluding Task 5.3.1 —Geotechnical Investigation; and
WHEREAS, BCRUA and Engineer executed Supplemental Contract No. 1 on April 24, 2019 to
amend the scope of services, specifically, Task 6.0, and to increase the compensation by
$75,496.00 to a total lump sum amount of $12,593,533.00 for a total project amount of
$13,697,291.00; and
WHEREAS, BCRUA and Engineer executed Supplemental Contract No. 2 on August 7, 2019 to
amend the scope of services, specifically, Task 5.0 — Special Services, and to increase the
compensation by $42,348.00 to a total lump sum amount of$12,635,881.00 for a total project
amount of$13,739,639.00; and
WHEREAS, BCRUA and Engineer executed Supplemental Contract No. 3 on March 5, 2020 to
amend the scope of services, specifically, Task 6.0—Agency and Stakeholder Coordination, and
to increase the compensation by $47,000.00 to a total lump sum amount of$12,682,881.00 for a
total project amount of$13,786,639.00; and
WHEREAS, BCRUA and Engineer executed Supplemental Contract No. 4 on March 20, 2020
to amend the scope of services, specifically, Task 6.0 —Agency and Stakeholder Coordination,
and to increase the compensation by $18,155.00 to a total lump sum amount of$12,701,036.00
for a total project amount of$13,804,794.00; and
Supplemental Contract Rev.03/2011
0140.4634-47;4867-3775-3379 215829
WHEREAS, BCRUA and Engineer executed Supplemental Contract No. 5 on May 28, 2020 to
amend the scope of services, specifically, Task 5.3.1 — Geotechnical Investigation, by reducing
the compensation by $256,761.00 and adjusting the total Time and Materials amount to
$846,997.00; and to reallocate $256,761.00 to Task 5.0 — Special Services and Task 6.0 —
Agency and Stakeholder Coordination, and to modify the provisions for the scope of services for
Task 5.0 by increasing the compensation by $24,212.00 to a total lump sum amount of
$12,982,009.00 for a total project amount of$13,829,006.00; and
WHEREAS, BCRUA and Engineer executed Supplemental Contract No. 6 on October 22, 2020
to amend the scope of services, specifically, Task 5.0 — Special Services, and to increase the
compensation by $27,985.00 to a total lump sum amount of$13,009,994.00 for a total project
amount of$13,856,991.00; and
WHEREAS, BCRUA and Engineer executed Supplemental Contract No. 7 on April 28, 2021 to
amend the scope of services, specifically, Task 5.0 — Special Services, and to increase the
compensation by $137,201.00 to a total lump sum of$13,147,195.00 for a total project amount
of$13,994,192.00; and
WHEREAS, BCRUA and Engineer executed Supplemental Contract No. 8 on June 7, 2021 to
amend the scope of services, specifically, Task 5.0 — Special Services, and to increase the
compensation by $47,238.00 to a total lump sum of$13,194,433.00 for a total project amount of
$14,041,430.00; and
WHEREAS, BCRUA and Engineer executed Supplemental Contract No. 9 on August 17, 2021
to amend the scope of services, specifically, Task 5.0 — Special Services, and to increase the
compensation by $25,000.00 to a total lump sum of$13,219,433.00 for a total project amount of
$14,066,430.000; and
WHEREAS, BCRUA and Engineer executed Supplemental Contract No. 10 on October 15,
2021 to amend the scope of services, specifically, Task 6.0 — Agency and Stakeholder
Coordination, and to increase the compensation by $29,800.00 to a total lump sum of
$13,249,233.00 for a total project amount of$14,096,230.00; and
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WHEREAS, BCRUA and Engineer executed Supplemental Contract No. 11 on October 20,
2021 to modify the provisions for basic engineering services and to increase the compensation by
$745,999.00 to a total Time and Materials amount of$1,592,996.00 for a total project amount of
$14,842,229.00; and
WHEREAS, BCRUA and Engineer executed Supplemental Contract No. 12 on December 14,
2021 to amend the scope of services, specifically, Task 6.0 — Agency and Stakeholder
Coordination, and to increase the compensation by $33,250.00 to a total lump sum of
$13,282,483.00 for a total project amount of$14,875,479.00; and
WHEREAS, it has become necessary to amend the Contract to modify the provisions for basic
engineering services and to increase the compensation by $22,641,893.00 to a total Time and
Materials amount of$24,234,889.00 for a total project amount of$37,517,372.00;
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NOW THEREFORE, premises considered, BCRUA and the Engineer agree that said Contract
is amended as follows:
I.
Article 2, Engineering Services and Exhibit B, Engineering Services shall be amended as set
forth in the attached Addendum To Exhibit B. Exhibit C. Work Schedule shall be amended as
set forth in the attached Addendum To Exhibit C.
II.
Article 4 Compensation (2)Not-to-Exceed Sum and Exhibit D. Fee Schedule shall be amended
by increasing by $22,641,893.00 the not-to-exceed sum amount payable under the Contract for
Engineering Services, to a total not-to-exceed amount of $24,234,889.00 for a total Project
amount of$37,517,372.00, as shown by the attached Addendum to Exhibit D.
IN WITNESS WHEREOF, BCRUA and the Engineer have executed this Supplemental
Contract in duplicate.
[signature pages follow]
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WALKER PARTNERS
By:
Date
FREESE AND NICHOLS JOINT VENTURE
By:
Date
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BRUSHY CREEK REGIONAL UTILITY AUTHORITY,INC.
By:
Na'Cole Thompson,BCRUA President
Date
APPROVED AS TO FORM:
By:
Stephan L. Sheets, BCRUA Attorney
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ADDENDUM TO EXHIBIT B
ENGINEERING SERVICES
GENERAL
The purpose of Supplemental Amendment No. 13 is to provide Construction Phase Services including
contract administration and field observation services for the Phase 2 Raw Water Delivery System
Project. Construction Phase Services shall commence with issuance of Notice-to-Proceed to the
selected Contractor and will terminate upon completion of final project close-out with Texas Water
Development Board(TWDB).
Engineer shall furnish Resident Project Representatives (RPRs) including a full-time Construction
Manager to assist in observing progress and quality of the Work, including field checks of materials
and installed equipment and providing oversight for Construction Phase Services to provide further
protection for Owner against defects and deficiencies in the Work. Construction Manager and RPRs
are authorized representatives of the Engineer and will act as directed by and under the supervision
of the Engineer. As used herein, the term Engineer includes the Construction Manager, RPRs, and
any assistants or field staff.
Engineer(including Construction Manager and RPRs)shall not supervise, direct, or have control over
the Work or have authority over or responsibility for the means, methods, techniques, sequences, or
procedures of construction selected or used by the Contractor,for security or safety at the work
sites,for safety precautions and programs incident to the Work or any Contractor's work in
progress,for the coordination of the Contractor's work or schedules, or for any failure of the
Contractor to comply with Laws and Regulations applicable to the performing and furnishing of its
work. The Engineer(including Construction Manager and RPRs) neither guarantees the
performance of any Contractor nor assumes responsibility for any Contractor's failure to furnish and
perform the Work, or any portion of the Work, in accordance with the Contract Documents.
Contractor shall provide a temporary field office for daily use by Engineer as detailed in the
Specifications. Engineer shall provide full-time day-shift visual observation of materials, equipment,
and construction work to ascertain that the work is performed in substantial conformance with the
contract documents and the design intent.
It is anticipated that the Contractor choose to will work multiple shifts during construction of the
tunnels and shafts. Full-time coverage by RPRs of second and/or third shifts will be performed as
necessary depending on the nature of the work. Overtime work(i.e., work at times other than
during regular working hours stipulated in Section 00700, General Conditions)has only been
assumed for work that is directly related to underground construction.
Any additional overtime work for all other(non-underground) construction activities shall be
provided as an additional service. Should Contractor choose to work at times other than during
regular working hours stipulated in the General Conditions, Contractor shall bear the cost of all
additional overtime work performed by the Engineer as detailed in the specifications.
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The assumed roles and responsibilities of the assigned RPRs are as follows:
■ Construction Manager. The single point of contact providing on-site,full-time oversight for
Construction Phase Services.
■ Contract Administration Lead. Part-time support in administration of the Construction
Management Plan.
■ Tunnel and Shaft Construction RPRs. Two field representatives and a Resident Engineer
collectively providing full-time general observation of tunnel and shaft excavations and
installation of ground support including but not limited to observation of required quality
control and quality assurance testing related to tunnels and shafts, shotcrete nozzleman
certification, shotcrete coring, shotcrete strength testing, rock bolt pull tests, and probe
drilling.
■ Marine Construction RPR. A full-time RPR to observe construction of marine project
elements. A boat shall be provided to facilitate transport to and from the marine operation.
■ General Construction RPRs. A Field Services Lead and three full-time RPRs to observe
construction of project elements not related to tunnel and shaft excavation. Observe and
monitor Contractor's work for conformance with the Contract Documents including but not
limited to the following:site preparation, traffic control, site security, subgrade preparation,
bedding and backfill placement and compaction, pipeline and ductbank installation,
concrete placement including form work and rebar installation, mechanical installation
including bolt torquing, submersible pump installation including torquing of bolts and cable
testing, electrical and instrumentation wire pulling and terminations, paving, public
coordination, building erection, tie-ins with existing utilities, coordination of materials
testing, project cleanliness, and safety infractions.
■ Commissioning and Startup RPR. Provide RPR services as needed during commissioning and
startup activities.
BASIC SCOPE OF SERVICES
Task 1.0- Project Management.
1.1 Construction Management Plan (CMP). Develop and document the following plans and
procedures to coordinate administration of the contract: team communication, quality
management, risk management, health and safety, document control, change
management, standard operating procedures, protocols and forms, and cost and schedule
control.
1.2 Project Administration.
1.2.1 Manage and coordinate staff resources, subconsultants, and project planning. Conduct
weekly team coordination meetings in person or by teleconference.
1.2.2 Implement an electronic files management system using FNI Manager and Microsoft Office
365 Sharepoint platforms for document control and document sharing. Host and maintain
the sites and provide access and training to others as required.
1.2.3 Prepare and submit monthly invoices and project progress reports.
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1.3 Attend monthly BCRUA Board meetings and provide status update on project schedule and
financial status.
1.4 Development of a Public Website.
1.4.1 Develop and provide access to one website containing up to six (6) individual web
pages. The website will be developed in a style similar to the branding of the
Owner's existing website (www.bcrua.org). The website will include a custom URL
such as, https//www.PROJECTNAME.com, where PROJECTNAME will be the project
name as approved by the Owner. Services to include procurement of custom URL,
system configuration, and applying for and obtaining a security certificate. Annual
renewals of the URL registration will be required. It is anticipated that the website
will be renewed for up to a five (5) year duration.
1.4.2 Upon completion of the initial website development and prior to public roll-out, the
Owner will be provided with the link for review and comment. Two rounds of
comments from the Owner for incorporation are anticipated with the initial website
development. It is also anticipated that the website will require one overall
comprehensive aesthetic update during the duration of the Project. This update is
anticipated to also include two rounds of comment from the Owner for
incorporation.
1.4.3 The website will be responsive in design and able to fit multiple sizes of interface
screens including computers, tablets, and phones.
1.4.4 A common global navigation and global footer will be consistent across all pages
providing links to various pages of the site and other webpages as defined by the
Owner. A complaint management process with custom form and designated routing
to an e-mail address to be included in the custom website build.
1.4.5 Maintenance and website content updates are anticipated at once per month.
Services to include updating images, documents, upcoming schedule items, updated
logos, miscellaneous web page content, and overall website maintenance.
Task 2.0- Construction Administration and Observation.
2.1 General Administration of Construction Contract. Consult with Owner and act as Owner's
representative as provided in the General Conditions. The extent and limitations of the
duties, responsibilities, and authority of Engineer as assigned in the General Conditions shall
not be modified, except as Engineer may otherwise agree in writing. All of Owner's
instructions to Contractor will be issued through Engineer, which shall have authority to act
on behalf of Owner in dealings with Contractor to the extent provided in this Agreement
and the General Conditions, except as otherwise provided in writing.
2.2 Pre-Construction Conferences. Facilitate a Pre-Construction Conference prior to
commencement of Work at the Site. Participate in the following additional pre-
construction conferences for specific work items as required by the Technical Specifications.
2.2.1 Intake Riser Installation.
2.2.2 Shotcrete.
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2.2.3 Cellular Backfill Grout.
2.2.4 Main Shaft Construction.
2.2.5 Blind Bore Shaft Construction.
2.2.6 Raised Bore Shaft Construction.
2.2.7 Tunnel Excavation.
2.2.8 CIP Tunnel Liner.
2.2.9 CIP Shaft and Chamber Liner.
2.2.10 Steel Pipe Installation in Tunnel.
2.2.11 Secant Pile Construction.
2.2.12 HDD Crossings.
2.2.13 Trails End Road Riser Installation.
2.2.14 Trails End Road Connection to Existing 78" Transmission Pipe.
2.2.15 Submersible Pump Installation.
2.2.16 Startup and Commissioning
2.3 Schedules. Receive, review, and determine the acceptability of all schedules that Contractor
is required to submit to Engineer, including the Progress Schedules, Schedules of
Submittals, and Schedules of Values.
2.4 Survey. As appropriate, establish baselines and benchmarks for locating the Work, which in
Engineer's judgment are necessary to enable Contractors to proceed.
2.5 Daily Field Reports. Summarize daily construction activities in a daily field report and submit
to Owner. Daily field reports shall allow for the complete description and documentation of
the weather conditions, work force, activities, production, safety observations, quality
control activities, work in progress and accomplished, materials testing performed, and the
identification and monitoring of any deviations. The daily reports shall assist Owner and
Engineer with troubleshooting problems and serve as a comprehensive report of all issues
encountered on the project and how they were corrected. Photo documentation shall also
be kept and made available as part of the Project documentation.
2.6 Aerial Photographs. Perform up to 75 drone missions to collect high resolution
orthomosaic aerial imagery and progress photo aerial imagery of the pump station,
intake/maintenance building, and Trails End Road worksites by a DJI Mavic 2 Pro or similar
drone with 20 MP Sensor. Upload JPG photos and orthomosaic maps to DroneDeploy
account for viewing. Archive data upon project completion.
2.7 Observation of Construction. Observe, as an experienced and qualified professional, the
progress and quality of Contractor's executed Work. Construction observation is not
intended to be exhaustive or to extend to every aspect of Contractor's Work in progress or
to involve detailed inspections of Contractor's Work in progress beyond the responsibilities
specifically assigned to Engineer in this Agreement and the Contract Documents, but rather
are to be limited to spot checking, selective sampling, and similar methods of general
observation of the Work based on Engineer's exercise of professional judgment. Based on
information obtained during such visits and observations, Engineer will determine in
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general if the Work is proceeding in accordance with the Contract Documents, and Engineer
shall keep Owner informed of the progress of the Work. The purpose of Engineer's visits
and observations are to enable Engineer to better carry out the duties and responsibilities
assigned to and undertaken by Engineer during the Construction Phase, and, in addition, by
the exercise of Engineer's efforts as an experienced and qualified design professional, to
provide for Owner a greater degree of confidence that the completed Work will conform in
general to the Contract Documents and that Contractor has implemented and maintained
the integrity of the design concept of the completed Project as indicated in the Contract
Documents.
2.7.1 Service of a specialty code compliance inspection firm will be utilized to inspect the
Contractor's work for compliance with applicable building and fire codes for the
Project.
2.8 Project Meetings. Attend and maintain active involvement in project related meetings
excluding Contractor safety meetings. Types of meetings include construction progress, on-
site troubleshooting, pre-paving, resolution, contractor weekly coordination, special review,
public involvement, close-out meetings. It is anticipated that there will be weekly progress
meetings, and one meeting per month will serve as the regular Owner Oversight Committee
meeting. Prepare meeting minutes and retain the minutes as part of the Project
documentation.
2.9 Construction Deviations, Deficiencies, and Non-Conforming Work.
2.9.1 Identify and record any observed construction deviations and deficiencies including
any Work that is not defective under the terms and standards set forth in the
Contract Document but is nonetheless not compatible with the design concept of
the completed Project as a functioning whole. Notify Owner and Engineer, monitor
the issue, and provide documentation until it is addressed and/or resolved. Provide
recommendations as to whether such Work should be corrected, removed and
replaced, or accepted as provided in the Contract Documents. Record noted
deficiency and actions taken in daily field reports. Any stop-work orders or other
penalties related to the noted deficiency may be initiated by Owner or Engineer.
2.9.2 Underwater Intake Inspection Observation.
2.9.2.1 Observe the progress and quality of Contractor's underwater
construction activities related to the intake structures. Specific items to
be observed include but are necessarily not limited to:
2.9.2.1.1 Field verification of lakebed elevation at both intake riser
locations.
2.9.2.1.2 Alignment of intake tunnel with lower and upper tap
locations.
2.9.2.1.3 Alignment and plumbness of lake tap bored shafts.
2.9.2.1.4 Casing installation, cutting and grouting.
2.9.2.1.5 Alignment and plumbness of intake risers.
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2.9.2.1.6 Alignment and elevation of intake screens and other riser
openings.
2.9.2.1.7 Installation of flange bolts including torque readings.
2.9.2.1.8 Integrity of booms, turbidity curtains and other water quality
control measures implemented by Contractor.
2.9.2.2 Primary mode of observation will be with the use of an underwater
robotic ROV equipped with enhanced lighting to support video
recording and photo images, operated by an RPR.
2.9.2.3 Services of an underwater diving firm will be utilized when specific tasks
must be performed that exceed the capabilities of the ROV. Up to six
days of dive team inspection are anticipated, depending on the number
of trips.
2.9.3 Engineer will have the authority to reject Contractor's Work while it is in progress if,
on the basis of Engineer's observations, Engineer believes that such Work will not
produce a completed Project that conforms generally to the Contract Documents or
that it will threaten the integrity of the design concept of the completed Project as a
functioning whole as indicated in the Contract Documents. However, neither
Engineer's authority to reject Work nor Engineer's decision to exercise or not
exercise such authority shall give rise to a duty or responsibility of the Engineer to
Contractors, Subcontractors, material and equipment suppliers, their agents or
employees, or any other person(s) or entities performing any of the Work, including
but not limited to any duty or responsibility for Contractors' or Subcontractors'
safety precautions and programs incident to the Work.
2.10 Design Conflicts. Summarize and present any design conflicts determined by Contractor or
RPR for Owner review and action. Assist Owner by providing an opinion of appropriate
action and prepare the necessary documents to initiate action and record the changes.
2.11 Clarifications and Interpretations; Field Orders. Issue necessary clarifications and
interpretations of the Contract Documents as appropriate to the orderly completion of
Contractor's work. Such clarifications and interpretations will be consistent with the intent
of and reasonably inferable from the Contract Documents. Engineer will respond to
appropriate Requests for Information (RFIs) from the Contractor. Engineer may issue Field
Orders authorizing minor variations in the Work from the requirements of the Contract
Documents that do not result in modifications to Contract Time or Price. Engineer shall
issue up to 395 clarifications and interpretations in the form of RFI responses and Field
Orders.
2.12 Change Orders and Work Change Directives. Recommend Change Orders and Work Change
Directives to Owner, as appropriate, and prepare Change Orders and Work Change
Directives as required (total of 175).
2.13 Shop Drawings, Submittals and Samples. Review and acceptor take other appropriate
action in respect to Shop Drawings, Submittals and Samples and other data which
Contractor is required to submit, but only for conformance with the information given in
the Contract Documents and compatibility with the design concept of the completed
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Project as a functioning whole as indicated by the Contract Documents. Such reviews and
acceptance or other action will not relieve the Contractor of sole responsibility for means,
methods, techniques, sequences, or procedures of construction or to safety precautions
and programs incident thereto. Engineer shall meet any Contractor's submittal schedule
that Engineer has accepted. Engineer shall review up to 1,060 Shop Drawings and Samples.
2.14 Substitutes and "or equal". Evaluate and determine the acceptability of substitute or "or-
equal" materials and equipment proposed by Contractor (total of 60).
2.15 Inspections and Tests. Require such special inspections or tests of Contractor's work as
deemed reasonably necessary. Owner shall contract with the materials testing firm directly.
2.15.1 Assist in scheduling of construction materials testing with the approved independent
testing laboratory on behalf of Owner or the Contractor as required in the contract
documents. Observe testing and review testing results. Notify all parties
immediately of test results that do not meet the minimum requirements of the
contract specifications. A copy of the test results shall be retained as part of the
Project documentation.
2.15.2 Receive and review all certificates of inspections, tests, and approvals required by
Laws and Regulations or the Contract Documents. Engineer's review of such
certificates will be for the purpose of determining that the results certified indicate
compliance with the Contract Documents and will not constitute an independent
evaluation that the content or procedures of such inspections, tests, or approvals
comply with the requirements of the Contract Documents. Engineer shall be entitled
to rely on the results of such tests.
2.15.3 Assist with certification of pay requests by the Owner contracted materials testing
firm.
2.16 Geotechnical Instrumentation and Third-Party Complaint Management.
2.16.1 Geotechnical Instrumentation.
2.16.1.1 Coordinate with the Contractor to provide observation of the installation
of proposed geotechnical instrumentation.
2.16.1.2 Perform survey, monitoring, and data collection of installed
instrumentation, including monitoring wells and piezometers installed
prior to construction. Monitoring will include the use of automated data
loggers or remote sensing as applicable.
2.16.1.3 Intermittently plot and analyze data and provide status reports during
tunnel and shaft construction and for a period of time following
completion of the underground construction.
2.16.1.4 Organize and file all data and analyses.
2.16.1.5 Perform historical InSAR analysis for baseline data set and current
conditions report.
2.16.1.6 Install, maintain, and verify InSAR corner reflectors. Verification to
include corner reflector position and data repeatability.
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2.16.1.7 Provide intermittent updates to the InSAR deformation monitoring . Each
update will include InSAR image processing for deformation analysis and
report of conditions shall include all available data from the historic
analysis to the time of the report. Assume 4 updates will be conducted
to correlate with surface settlement monitoring data obtained by survey
and to respond to homeowner concerns.
2.16.2 Third Party Complaint Management.
2.16.2.1 Receive, review, and respond to property owner complaints regarding
construction-induced impacts such as ground movements and
groundwater well levels or groundwater quality. Up to ten complaints are
assumed.
2.16.2.2 Response may include or require analysis of monitoring data,
construction activities, progress schedules, and construction data such as
groundwater discharge or grout volumes.
2.17 Quality Control and Inspection Plan (QCIP). Review project contract documents and
summarize the Quality Control, Quality Assurance, and material testing requirements and
their required procedures and frequencies in a ACIP.
2.18 Project Documentation and Records. As described herein, copies of all relevant Project
documentation shall be compiled and retained in an orderly fashion. Types of
documentation anticipated include, but are not limited to, construction contract, daily field
reports, photographs, submittals, RFIs, change orders, notifications and other project
correspondence. Make Project records available to Owner upon request for Owner's
review, audit and/or examination at Owner's cost and expense.
2.19 Disagreements between Owner and Contractor. Render formal written decisions on all duly
submitted issues relating to the acceptability of Contractor's work or the interpretation of
the requirements of the Contract Documents pertaining to the execution, performance, or
progress of Contractor's Work; review each duly submitted Claim by Owner or Contractor,
and in writing recommend to Owner either to deny such Claim in whole or in part, approve
such Claim, or decline to resolve such Claim if Engineer in its discretion concludes that to do
so would be inappropriate. In rendering such decisions, Engineer shall be fair and not show
partiality to Owner or Contractor and shall not be liable in connection with any decision
rendered in good faith and while applying sound engineering practices in such capacity.
2.20 Disputes and Disputes Resolution Board(DRB). Assist the Owner in the DRB process.
2.20.1 Assist the Owner in selecting their DRB member for approval by Contractor. Assist in
reviewing the DRB member selected by the Contractor. Assist the Owner in
reviewing the third DRB member selected by the first two approved members. Assist
the Owner in reviewing the chair of the board nominated between three approved
board members.
2.20.2 Facilitate quarterly meetings with the Owner, Contractor, and DRB. Prepare and
distribute meeting minutes. Provide DRB members with updates between quarterly
meetings as required.
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2.20.3 Receive or initiate dispute referrals and Claim Documents as required. Submit or
receive rebuttal documents as required. Participate in hearings as required. Provide
a recommendation to the Owner to accept or reject the Dispute Resolution Board
written recommendations in whole or in part as required. A total of three DRB
referrals is assumed.
2.21 Escrow Bid Documents (EBD). Receive the Escrow Bid Documents prepared by the
successful proposer (Contractor) and review for acceptance against the requirements
outlined in the General Conditions Paragraph 18.13. Owner to hold the Escrow Bid
Documents in escrow for the duration of the Contract and applicable warranty periods and
safeguard all information contained herein, against disclosure. The Escrow Bid Documents
shall constitute all the information used in preparation of the Proposal and no other
proposal preparation information shall be considered in resolving disputes or claims or
negotiation of change orders to the Contract. Nothing in the Escrow Bid Documents shall
change or modify the terms or conditions of the Contract Documents.
2.22 Applications for Payment. Based on Engineer's observations as an experienced and
qualified design professional and on review of Applications for Payment and accompanying
supporting documentation:
2.22.1 Determine the amounts that Engineer recommends Contractor be paid. Coordinate
with Contractor for correction of any erroneous pay items before the pay application
is approved and submitted to Owner. Such recommendations of payment will be in
writing and will constitute Engineer's representation to Owner, based on such
observations and review, that, to the best of Engineer's knowledge, information and
belief, Contractor's Work has progressed to the point indicated, the quality of such
Work is generally in accordance with the Contract Documents (subject to an
evaluation of the Work as a functioning whole prior to or upon Substantial
Completion, to the results of any subsequent tests called for in the Contract
Documents, and to any other qualifications stated in the recommendation), and the
conditions precedent to Contractor's being entitled to such payment appear to have
been fulfilled in so far as it is Engineer's responsibility to observe Contractor's Work.
In the case of unit price work, Engineer's recommendations of payment will include
final determinations of quantities and classifications of Contractor's Work (subject to
any subsequent adjustments allowed by the Contract Documents).
2.22.2 By recommending any payment, Engineer shall not thereby be deemed to have
represented that observations made by Engineer to check the quality or quantity of
Contractor's Work as it is performed and furnished have been exhaustive, extended
to every aspect of Contractor's Work in progress, or involved detailed inspections of
the Work beyond the responsibilities specifically assigned to Engineer in this
Agreement and the Contract Documents. Neither Engineer's review of Contractor's
Work for the purposes of recommending payments nor Engineer's recommendation
of any payment, including final payment, will impose on Engineer responsibility to
supervise, direct, or control Contractor's Work in progress or for the means,
methods, techniques, sequences, or procedures of construction or safety
precautions or programs incident thereto, or Contractor's compliance with Laws and
9
Regulations applicable to Contractor's furnishing and performing the Work. It will
also not impose responsibility on Engineer to make any examination to ascertain
how or for what purposes Contractor has used the moneys paid on account of the
Contract Price, or to determine that title to any portion of the Work in progress,
materials, or equipment has passed to Owner free and clear of any liens, claims,
security interests, or encumbrances, or that there may not be other matters at
issue between Owner and Contractor that might affect the amount that should be
paid.
2.22.3 Engineer shall review and recommend payments for up to 90 Contractor
applications for payment which assumes a 50% resubmittal rate.
2.23 Certificates, Operation and Maintenance Manuals. Verify that materials and equipment
certificates, operation and maintenance manuals and other data required by the Contract
Documents to be assembled and furnished by Contractor are applicable to the items
actually installed and in accordance with the Contract Documents, and have these
documents delivered to Engineer for review and forwarding to Owner prior to payment for
that part of the Work. Engineer shall receive, review, approve and transmit up to 140
operation and maintenance (0&M) manuals.
2.24 Welding and Coating Inspections.
2.24.1 Provide an AWS QC1 Certified Welding Inspector, NDE Level III Certified individual
to review paperwork required to be submitted by the Contractor. Review in
accordance with ASME BPVC Section IX, AWS D1.1/D1.1M and AWS B2.1 as
applicable. Review Welding Qualification Record (WQR) of welders, Welding
Procedure Qualification Records (WPQR), and Welding Procedure Specification
(WPS).
2.24.2 Provide oversight by an Engineering Technician, AWS QC1 Certified Welding
Inspector, NDE Level III and NACE Level III Certified Coating Inspector for the field
welding, bolting, coatings and NDE. The objective of this project is to provide
quality control tests of welding during the welding of the steel pipe, brackets,
structural connections, bolting of structural members, surface preparation, coatings
application and conduct applicable NDE . Inspection/Testing visits will be strategic
hold-points as the construction schedule requires.
2.24.3 Conduct site visits to observe and inspect the quality of the executed work in
accordance with the applicable codes, standards and sections of the Technical
Specifications. In performing these services, reasonable measures will be taken to
protect the Owner against defects and deficiencies in the work of the Contractor.
Responsibility for the actual supervision of construction operations, safety
measures, quality assurance and control measures that the Contractor takes or
should take cannot be guaranteed.
2.24.3.1 Welding, Fabrication and Erection Inspection.
2.24.3.1.1 Verify proper welding electrodes and electrode storage to
be used on Project.
10
2.24.3.1.2 Conduct inspections on shop fabricated components at
manufactures shop as required by specification.
2.24.3.1.3 Conduct observations of pipe and building erection
practices and fit-up.
2.24.3.1.4 Conduct Certified Welding Inspection per AWS D1.1 and
AWWA C206.
2.24.3.1.5 The inspection methods to be implemented for the above
inspection may consist of Visual Testing(VT), Magnetic
Particle Testing(MT), Dye Penetrant Testing(PT) and
Ultrasonic Testing (UT) in accordance with the Contract
Specifications.
2.24.3.1.6 Provide a technical report with documentation of the
procedure review results, observation results and
photographs of the construction inspection/testing
performed.
2.24.3.2 Surface Preparation and Coating Inspection
2.24.3.2.1 Pre-surface preparation inspection.
2.24.3.2.2 Measurement of ambient conditions.
2.24.3.2.3 Evaluation of compressor and surface preparation
equipment.
2.24.3.2.4 Determination of surface preparation cleanliness and
profile.
2.24.3.2.5 Inspection of application equipment.
2.24.3.2.6 Randomly observe coating mixing.
2.24.3.2.7 Randomly observe coating application.
2.24.3.2.8 Randomly take wet film thickness.
2.24.3.2.9 Determination of dry film thickness.
2.24.3.2.10 Evaluating cleanliness between coats.
2.24.3.2.11 Perform adhesions test when required.
2.24.3.2.12 Witness Contractor conducted holiday testing when
applicable.
2.24.3.2.13 Evaluate cure.
2.24.3.2.14 Provide a technical report with documentation of the
procedure review results, observation results and
photographs of the construction inspection/testing
performed.
2.24.3.3 Quantity estimates for welding and coating inspections have been
determined from the Contract Documents. Inspections are subject to
changes as the Contractor schedules and executes the Work. The
following is an itemized summary of assumed inspections.
11
2.24.3.3.1 Lake Tap—20 welding inspections, 26 coating inspections,
20 days of shop inspections.
2.24.3.3.2 Pump Station, Cedar Park and Sandy Creek WTPs— 117
welding inspections and corresponding coating/lining
repairs, 2 steel pipe manufacturer plant inspections, 1
fabrication shop inspection of the 78" x 78" x 36" cross, and
one fabrication shot inspection of the 78" wye on the
pigging line.
2.24.3.3.3 Transmission Tunnel— 104 internal 78" full circumferential
lap welds with mortar lining repair, 260 grot plug welds
with mortar lining repair, 5 field welds at the 90-degree
bend with mortar lining repair.
2.24.3.3.4 Trails End Road Shaft—5 full circumferential welds with
mortar lining and polyurethane coating repair, 1 fab shop
inspection of the 90 bend.
2.24.3.3.5 Trails End Road Open Cut Pipeline—7 welding inspections,
1 fab shop inspection of the dished head plug.
2.24.3.3.6 Trails End Road Vault—coatings inspections of exposed
steel in vault and exposed air piping in and above vault.
2.24.3.3.7 Pump Station Structural Steel— 100%visual inspection of
approximately 1,600 inches of field welds, NDE of 20" of CIP
welds, high strength bolting inspection, nelson stud
weldiing inspection for 650 studs, inspection of repairs to
galvanizing damaged by field welding.
2.24.3.3.8 Additional Shop Inspections—one fab shop inspection of
the 30" manway tee with blind flange, FLxPE spool with
internal dished head plug, FLxFL spool.
2.24.3.3.9 Architectural Coatings Inspections—24 DFT tests at various
building sites.
2.24.3.3.10 Chemical Resistant Coatings (Maintenance Building and
Pump Station)—46 hold point inspections, 75 adhesion
tests, 54 wet film tests, 8 holiday test, 2 applicator prove-
out tests.
2.25 Commissioning and Startup.
2.25.1 Pre-Commissioning.
2.25.1.1 Develop Verification Checklists (VCs) and Functional and Performance
Test Packages (FAPTPs) for each of the unit process systems identified in
the Commissioning and Start-Up Plan (total of 29). The VCs and FAPTPs
shall encompass all required testing for each identified system and
include step-by-step procedures and placeholders for data collection
and signoff, such that the Contractor may utilize the documents to
12
complete testing activities and document the results. The completed
VCs and FAPTPs will be used to demonstrate compliance with the
Contract requirements as they pertain to equipment testing and
startup, document each system's readiness to be placed in service, and
provide baseline operations data for major equipment.
2.25.1.2 Review submittals related to commissioning and startup including
training plans and trainer qualifications, training video/audio recordings
and sign-in sheets, completed VCs and FAPTPs for conformity with the
Contract requirements. A total of approximately 86 submittals is
anticipated.
2.25.2 Commissioning Oversight and Coordination.
2.25.2.1 Oversee and witness field activities related to commissioning and
startup to ensure equipment, instrumentation, and components are
tested per the Contract requirements, including reviewing test reports,
overseeing the implementation of each VC and FAPTP, and planning and
overseeing Project-wide testing activities that affect multiple systems
(such as simulating a power outage to test the surge system or
completing the 30-day Demonstration Period/Acceptance Test).
2.25.2.2 Schedule and attend commissioning coordination meetings including
development and distribution of agendas and meeting minutes to all
parties.
2.25.2.3 Provide coordination and oversight of the commissioning/startup
process and other aspects of construction that may impact existing WTP
operations. This activity includes general turnover coordination, such as
ensuring spare parts, asset management information, warranty
information, final O&M manuals, and any other required information
has been provided to the Owner and all required testing has been
completed prior to Owner's acceptance of any portion of the Project.
Coordinate with the Contractor, Owner, and other stakeholders during
the planning and implementation of tie-ins and any other activities that
may impact existing water treatment plant operations to ensure the
work is planned in accordance with the Contract Documents and plant
operations are maintained throughout the duration of the activity.
2.25.2.4 Assist in scheduling training sessions in accordance with Owner
preferences and contractual requirements and confirm training is
delivered in accordance with the Contract Documents.
2.26 Factory Witness Testing. Provide factory witness testing services as described in the
Technical Specifications and Commissioning and Startup Plan. Factory witness is to be
provided by the Engineer per the following:
2.26.1 Specification Section 26 12 19, Pad-Mounted, Liquid-Filled, Medium Voltage
Transformers
2.26.2 Specification Section 26 13 26, Medium-Voltage Metal-Clad Switchgear
13
2.26.3 Specification Section 26 23 00, Low Voltage Metal Enclosed Switchgear
2.26.4 Specification Section 26 29 23, Medium Voltage Variable Frequency Drives
2.26.5 Specification Section 26 33 53.01, Industrial DC Uninterruptible Power Supply
2.26.6 Specification Section 26 35 33.02, Medium-Voltage Power Factor Correction
Equipment
2.26.7 Specification Section 40 90 02, Supervisory Control and Data Acquisition (SCADA)
System
2.26.8 Specification Section 40 05 50 Fabricated Gates
2.26.9 Specification Section 43 25 13, Submersible Turbine Pumps (total of four)
2.26.10 Specification Section 43 42 21, Welded Stainless Steel Surge Tank
2.27 Project Risk Management. Conduct formal and informal project risk management tasks.
2.27.1 Review existing project risk register and coordinate with the Owner in developing a
construction phase risk register that can be shared with the Contractor.
2.27.2 Formal qualitative updates: organize and facilitate formal qualitative risk workshops
on a bi-annual basis (total of 10). Attendees to include representatives from the
Engineer, Owner, and the Contractor. Subsequently update the risk register and
issue a Qualitative Risk Analysis Report.
2.27.3 Actively follow-up on the Owner's, Engineer's, and Contractor's assigned mitigation
measures (activities).
2.27.4 Informal updates: Between formal updates, provide updates to the risk register
based on informal meetings, mitigation measure follow-up, progress meetings,
submittals received, or otherwise progress of the project.
2.27.5 Quantitative Schedule Analysis: As necessary,facilitate a quantitative schedule
workshop and perform a quantitative schedule analysis to determine confidence
that key milestones or completion dates will be met. Issue Quantitative Schedule
Analysis Report. A total of two Quantitative Schedule Analyses are assumed.
2.27.6 Quantitative Cost Analysis: As necessary, facilitate a quantitative cost workshop and
perform a quantitative cost analysis to assess the project's cost risk exposure (i.e.,
potential change orders) versus available contingency funds. Issue Quantitative Cost
Analysis Report. Report will include an analysis of the contingency spending to date.
A total of four Quantitative Cost Analyses are assumed.
2.28 Substantial Completion. Promptly after notice from Contractor that Contractor considers
the entire Work ready for its intended use, in company with Owner, Engineer and
Contractor, conduct an inspection to determine if the Work is substantially complete. If
after considering any objections of Owner, Engineer considers the Work substantially
complete, Engineer shall deliver a certificate of Substantial Completion to Owner and
Contractor. Engineer shall attach to the certificate a punch list of items to be completed or
corrected by the Contractor before final payment.
2.28.1 Interim Completions. It is anticipated that there may be interim milestones of
completion for certain elements of the work, such as the marine intakes, intake
14
tunnel, suction chamber and main shaft, transmission tunnel and riser, maintenance
building, and other project elements. A total of seven interim completion reviews
are anticipated. Interim Completions will be conducted similar to the Substantial
Completion process.
2.29 Contractor's Completion Documents. Receive, review, and transmit to Owner maintenance
and operating instructions, schedules, guarantees, bonds, certificates or other evidence of
insurance required by the Contract Documents, certificates of inspection, tests and
approvals, Shop Drawings, Samples and other data approved, and the annotated record
documents which are to be assembled by Contractor in accordance with the Contract
Documents to obtain final payment.
2.30 Final Notice of Acceptability of the Work. Conduct a final inspection to determine if the
completed Work of Contractor is acceptable so that Engineer may recommend, in writing,
final payment to Contractor. Accompanying the recommendation for final payment,
Engineer shall also provide a notice that the Work is acceptable to the best of Engineer's
knowledge, information, and belief and based on the extent of the services provided by
Engineer under this Agreement.
2.31 Record Drawings. Receive as-built drawings submitted monthly in electronic PDF format by
Contractor using Bluebeam Revu software. Review for comprehensiveness and accuracy
and provide comments back to Contractor as needed prior to contractor's submission of
monthly Applications for Payment.
Review and compile final as-built drawings as received from Contractor in electronic format
using Bluebeam Revue software and produce as-recorded drawings for the Owner. Upon
receipt of as-built or record documents from Contractor, which have been determined by
Engineer to be comprehensive and generally accurate, Engineer shall produce as-recorded
drawings for the Owner's use within sixty (60) days. Engineer does not warrant the accuracy
of as-built or record information provided by Contractor.
2.32 Limitation of Responsibilities. Engineer shall not be responsible for the acts or omissions of
any Contractor, or of any subcontractors, suppliers, or other individuals or entities
performing or furnishing any of the Work. Engineer shall not be responsible for the failure
of any Contractor to perform or furnish the Work in accordance with the Contract
Documents.
2.33 Project Close-Out. Verify weekly that the Contractors are preparing and maintaining record
documents in accordance with the Contract. Participate in site visits regarding Substantial
Completion. Support Owner and Engineer in compiling a work list of known punch-list
items. Observe whether items on the punch list have been completed or corrected and
coordinate and attend a punch list walk-through. Assist Owner in compiling and confirming
that all required project close-out documentation has been received and make
recommendations concerning acceptance.
2.34 TWDB Project Close-out Procedures. Coordinate with TWDB to conduct a final inspection of
the Project and submit close-out documents including a final change order, if any, final pay
application, affidavit from Contractor that all bills have been paid, certificate from Engineer
that work is completed in accordance with the Contract Documents, written resolution of
15
acceptance of the Project by Owner, notification of the beginning date for the warranty
period, and confirmation that record drawings have been received from the Contractor.
Task 3.0-Agency and Stakeholder Coordination.
3.1 Village of Volente
3.1.1 Develop and present two town-hall style presentations to provide a project update
to the Village.
3.1.2 Roadway Assessment Support.
3.1.2.1 Review the results of a Pre-construction Condition Assessment
performed by a third party.
3.1.2.2 Attend a Post-construction Condition Assessment with Owner and the
Village to assess post-construction roadway conditions. It is assumed
that the assessment will be performed by a third party. Review the
recommendations of the third party.
3.1.2.3 Review Contractor's proposed pavement repairs with the Village for
pavement repairs required within the Village corporate limits.
3.1.3 Traffic Management.
3.1.3.1 Review Traffic Management Plan prepared by Contractor for Work in
the Village city limits.
3.1.3.2 Coordinate with Contractor to review compliance with the Traffic
Management Plan and requirements of the Interlocal Agreement
between the Village and Owner.
3.1.4 Develop and implement a complaint management process with designated points of
contact to evaluate and respond to concerns regarding the construction of the
Project in Village city limits.
3.1.5 Coordinate with Contractor to confirm that certificates of insurance comply with the
requirements of the Interlocal Agreement between the Village and Owner.
3.2 U.S. Army Corps of Engineers.
3.2.1 Conduct a Pre-construction meeting with the Contractor detailing the terms and
conditions of the Nationwide Permit (NWP) 39 permit. Notify USACE of the meeting
at least two weeks in advance of the meeting. Provide written confirmation to
USACE that the meeting was held within two weeks following the meeting.
3.2.2 Coordinate with USACE to obtain reverification of the NWP 39 that will expire prior
to expiration of the current authorization. Contact the USACE regulatory project
manager by telephone to discuss the proposed project schedule and prepare a letter
requesting that the project remain authorized or be issued reverification.
Coordinate with the Owner on the results of the coordination with the USACE.
3.2.3 Conduct pre and post-construction inspections of the proposed intake site,
temporary launch/disposal site, and the Trails End Road site. Submit a final written
compliance report to the USACE within 60 days after the completion of all
construction
16
3.3 Texas Commission on Environmental Quality (TCEQ).
3.3.1 Support the City of Cedar Park, City of Leander, and City of Round Rock with
implementation of lead and copper tap sampling and water quality parameter
sampling for two consecutive 6-month periods based on the addition of a new
source and treatment.
3.3.2 Support Owner in the development of an emergency remediation plan to address
contamination of the lake source water.
3.3.3 Submit notification of project completion attesting to the fact that the Work has
been completed in accordance with the plans on file with TCEQ.
3.4 Pedernales Electric Cooperative (PEC). Support Owner in development of the Permanent
Power Agreement with PEC. No design phase or construction phase support services are
included.
3.5 Travis County
3.5.1 Coordinate and attend a Pre-construction meeting with the County. Prepare and
distribute meeting minutes.
3.5.2 Roadway Assessments.
3.5.2.1 Review the results of a Pre-construction Condition Assessment of Lime
Creek Road from Anderson Mill Road to the Pump Station performed by a
third party.
3.5.2.2 Attend a Post-construction Condition Assessment with Owner and the
Travis County to assess post-construction roadway conditions of Lime
Creek Road. It is assumed that the assessment will be performed by a
third party. Review the recommendations of the third party.
3.5.2.3 Review Contractor's proposed pavement repairs with the Travis County
for pavement repairs required along Lime Creek Road from Anderson Mill
Road to the Pump Station.
3.5.3 Traffic Management.
3.5.3.1 Review Traffic Management Plan prepared by Contractor for Work in
the Travis County jurisdiction.
3.5.3.2 Coordinate with Contractor to review compliance with the Traffic
Management Plan and requirements of the permit with Travis County.
Review up to 15 specific Traffic Control Plans developed by the
Contractor.
3.5.3.3 Coordinate with Travis County and contractor for placement and
messaging for message boards along Lime Creek Road
3.5.3.4 Coordinate with Leander ISD and local Emergency Services District to
establish points of contact and communication protocol.
17
3.5.4 Develop and implement a complaint management process with designated points of
contact to evaluate and respond to concerns regarding the construction of the
Project along Lime Creek Road from Anderson Mill Road to the Pump Station
3.5.5 Prepare and submit a Private Water Quality Control (PWQC) Maintenance Plan to
the County after the pond is constructed. Record the PWQC Maintenance Plan and
restrictive covenant document at the County Clerk's Office.
3.5.6 Prepare and submit a concurrence letter to the County confirming that no
unapproved structural field changes have occurred. The concurrence letter will be
submitted to the County at Substantial Completion.
3.6 City of Austin
3.6.1 Coordinate and attend a Pre-construction meeting with the City. Prepare and
distribute meeting minutes.
3.6.2 Provide a total of six periodic progress reports to the City.
3.6.3 Prepare and submit a concurrence letter to the City confirming that no unapproved
structural field changes have occurred. The concurrence letter will be submitted to
the City at Substantial Completion.
3.7 Lower Colorado River Authority. Coordinate with the Owner and LCRA related to the
development and execution of a Buoy Maintenance interlocal agreement.
Task 4.0-Additional Services
The following Additional Services are not included in the Scope of Services and will not be
performed unless specifically authorized by the Owner:
4.1 Preparing to serve or serving as a consultant or witness for Owner in any litigation or
arbitration.
4.2 Services required due to delays or other causes beyond Engineer's control.
4.3 Work required for providing OSHA approved and safe access to areas of the Project for
welding and coating inspections. It is assumed that the Contractor will provide safe access
to all areas of the Project for observations and inspections.
4.4 Providing assistance in responding to the presence of any Constituent of Concern at the
Site, in compliance with current Laws and Regulations.
4.5 Providing assistance in responding to the presence of any endangered species encountered
at the Site.
4.6 Preparation of comprehensive operation and maintenance manuals beyond that required
to be supplied by the Contractor within the Construction Contract.
4.7 Preparing additional Bidding Documents or Contract Documents for alternate bids or prices
requested by Owner for the Work or a portion thereof.
4.8 Assistance in connection with Bid protests, rebidding, or renegotiating contracts for
construction, materials, equipment, or services.
4.9 Providing follow-up construction management services during Contractor's warranty
period.
18
4.10 Working with Contractor's surety in the event of Contractor default or termination for
cause.
4.11 Providing support for design and/or construction of the PEC Permanent Power Project.
4.12 Providing IBC special inspections.
4.13 Providing construction surveys and staking to enable Contractor to perform its work.
4.14 Other services performed or furnished by Engineer not otherwise provided for in this
Agreement.
19
ADDENDUM TO EXHIBIT C
WORK SCHEDULE
Construction Phase will commence with the issuance of NTP for the Project or any part thereof and
will terminate upon completion of final project close-out with Texas Water Development Board. It
is expected that the Construction Period will be sixty (60) months. Engineer shall be entitled to an
equitable increase in compensation if Construction Phase services are required after the original
dates for final completion of the Work, as set forth in the Construction Contracts, or if required due
to Contractor delay beyond Substantial or Final Completion.
ADDENDUM TO EXHIBIT D
FEE SCHEDULE
Total compensation for Basic Services set forth in Addendum to Exhibit B under Supplemental
Amendment No. 13 is estimated to be $22,641,893. Total compensation for the Project shall be
adjusted to$37,517,372.
OWNER shall pay ENGINEER for Basic Services set forth in Supplemental Amendment No. 13 on the
basis of Standard Hourly Rates as described in Paragraph 2.0 of Exhibit D of the Contract. ENGINEER'S
labor and fee summaries are attached as Appendix 1. The Standard Hourly Rates Schedule is attached
as Appendix 2.
Brushy Creek Regional Utility Authority Appendix 1 to Exhibit D
Phase 2 Raw Water Delivery System - Construction Phase Services
Summary Fee Schedule
Description Total Fee
Engineering Team Services' $9,241,645
Field Team Services2 $13,400,248
Year 2022 $1,307,834
Year 2023 $3,034,645
Year 2024 $3,420,322
Year 2025 $2,435,745
Year 2026 $2,369,832
Year 2027 $831,869
Grand Total $22,641,893
1 Reference Engineering Team Detailed Cost Breakdown
z Reference Field Team Detailed Cost Breakdown
Appendix 1 to Exhibit D
Brushy Creek Regional Utility Authority(BCRUA) Project Fee Summary
Phase 2 Raw Water Delivery System-Construction Phase Services
V20/202213,-Se,l,- 59,241,645
Detailed Cost Breakdown-Engineering Team TofalP 59241845
Basic and Special Services
Employ acorn En9n.efmu N k eyed yen Gn 1 w11 M,ssel kbnNmxya Total
-.
I survey F24
Tofa1 Later Exp4nfe Tohl SUD Egon Toial Filart
Task
Posllmn: R.n. i ManagersONOC Sen n,En9ncer Ied Ene nre� ET CPD Tecl,nc,an Adm,n RPl$ TecMkiaEOprt EIbR
Tasks1 I Currentnwdy Bill Rate- $3W $275 E275 $265 $165 $125 $i]5 $80 E200 5.65 5110
1.0 Project Management _ _ _. ___.
1.1 cm.truedan _wad Plan _ - I - 2 8 4 12 8 _ - $ 6,520 $ $ ._8,788 $ 15,308
--- 40 _..__ y 87785 $ S 53849 $ 1501897
.46Z40 ___ --- 847 $ S 762]89 S 93103
1! PWIk WeEtte _ - 313 $ $ 11Pmpal Aamrvskakm _ - 076 S 80,881
1,180 500 _._ 2� 480 _
1 3 BCRUA BaN Medapa 1�)
2{
2.0 Construction Administratlon and Observation
121 Genera Ad-n- on Cnodeman -
zz PreLomvuciwn Conferences '., 18 10 20 20 t9 _ $ 5,189 $ 2066 $ 68499 $ _ 95.754
86 $ 25
23 ' Sd tldes
19 - - � _ _ 578 $ - $ 204,126 S 209,702
2.4 Beelines aM BenclarMrka 4 24 40 36 104 $ 17,906 $ - $ - $ 17,906
25 Field Rgpr. 4 8 16 28 $ 8,261 S - $ 33,781 $ 42,042
2.6 Aw M 12 12 S 3,893 $ 55125 E - S 59,018
27 Okaarvalbn dCaratrudbn 300 380 40 20 720 E 219,394 E 5085 E 125,389 S 349,888
215 130 520 130 65 85 910 E 254,426 S 4,921 S 354,049 $ 613,399
29 _OetimssMedal�ci._NenLaMumtnp Ww -...-__. ,_-- _40__,-,_ 120 24 24 __ 24 232 _ S 66,954 _$ - _$ 8315 E 75,269
210 OeslQnGanRcb192 $
52737 $ S 94,857 $ 447,_304
2.11 dad8cf4aa Id Fek ONen 83--- 250 89 125 600 120 1,120 $
282,939 $ S 164,122 $ 447,081
212 arms and Work C eDksava 38 225 19 75 450 806 $ 186,422 $ $ 433,211 $ 619,633
213 shop M>�Y ,BUEnklWs and sainoks_ Be 350 350_ 700 1,050 _2,538_ _ $ 503,403 $ - E 622,647 $ 1,126,050
214 - SWeNdes 50 - $ 14,710 E - S 44,902 $ 59,812
2.15 ar and Tats 25 25 $ 7,164 $ E 58,745 $ 65,908
2.16 Ge hkkal Idon.wbtlm W 3b ',.
2.18.i GeataaMical IMvnebtlan -- 8 8 S 2,100 $ - $ 439,507 $ 441,907
2.182 T 40 100 - - --- - -._
110 $ 25,282 S S 35,322 $ 80,814
2.17 O Carbalane wisiiiodn Plm 2 1 B1 11 $ 2,145 S S 2839 $ 4,984
2.18 D4aann0.and R.--ft $ - S S 11809 S 11,608
219 twkaean oxwarlO Caiaeb 8 40 16 40 18 120 S 33,5133 E E 39,824 E 73,487
2.20 Raaaalbn Odso 80 240 16 40 40 416 $ 113,483 S $ 55,825 $ 169,388
221 Efu MOacu ins, 4 8 24 38 E 5,320 E S 2,444 $ 7,764
222 for 72 72 $ 213410 S S 4,162 S 25,572
223 CarWkata,06W 469 $ 83,717 $ - $ 58,253 S 141,970
_- _-_.-_____. __-
._ 94 _ _94 -_ 1_. _ _ _._.. _- --_-- _ _ --... .-
22a w ofd 8 40 48 $ 14,782 $ - $ 346,500 E 361,262
225 and 150 24 174 $ 51,330 $ 1179 $ 724,8[0 S 777,319
226 F WNwmT 80 160 240 $ 76,491 E 6825 S 93,496 $ 176,812
227 RY 24 '120 8 24 40 218 $ 59,860 $ - $ 543,910 S 603,770
228 Sf4fNf41M vid Mdarprl 18 80 4 24 18 40 180 $ 48,604 S 786 $ 134,393 $ 183,783
228 CartrM4fa Dperaylar4a 8 8 $ 2552 S - $ - $ 2,552
23 Final Nolked dwark 2 16 8 8 34 S 9,790 $ 170 $ 13,335 $ 23,295
231 _Record Makga _ _ 8 24 40 140 - 212 S 46,006 $ 1,575 $ 154,678 S. 202,259
2.32 Umilitknd
2.33 ckn dui 4 24 24 40 92 $ 22.226 S 102 $ 5,642 S 27,969
231 TWDBCl.-Pna k1 a 16 40 56 S 18,328 $ - $ $ 18,328
3.0 Agency and Stakeholder COordinatlon
3.1 dVdwae
3.1.1 Taen4ful Preaerhba z 40 16 24 18 24 16 136 $ 28,976 $ 491 $ - S 29,467
3.1.2 R Aaaaamed su 4 8 12 S 2,722 E S 22811 $ 25,633
3.1.3 Tank S - $ $ 28.975 E 26,975
3.1,4 Camgald d 16 80 98 S 19,463 $ $ 12,104 S 31,567
3.15 Iavace carde�mon 4 4 S 660 S
32 USACE
3.2.1 PmCarebfr<kon Minting_-. 2
z $ sso $ 38 f 4,024 i 4,610
32.2 NWP39Reyenhcauo,. _ 2 2 $ 600 $ - E 5.970 $ 6,570
323 FkW eRcpor. 2 2 $ 638 $ $ 9,973 $ 10,611
33TCEG - - -,_ -8 24 4 40 80 156 E 33,196 S 38 $ - S 33,232
34 W...-.. .PEC 40 4 -_ -_ -.._.___._ _--
$ 19,185 E 71 10,
S 828 $ 25,082
3.5 Trayv Ca
3.5.1 PraCaWrucllan Medi 2 4 8 /4 S 3,020 S 71 E 5,495 S 8,586
3.52 RgadyaVylaaa Ol _ _2 ,.--_ ____ 8 _ 10 $ 2,074 $ $ 26,378 $____ 28,452
353 Trartk 4 8 12 1$ 2,722 $ $ 93,373 $ 96,095
354 compliarit M.,gsinent 8 8 16 $ 4,022 E $ 12,104 $ 16,126
35.5 Pmmle Wass,OL9MY CVNd Maeasoarce Porn 4 2 12 18 $ 5,719 $ - S 1,178 $ 6,897
3.5.6 C__leper 4 4 $ 1,230 $ - $ 2.822 $ 4,052
3.6--Ckl.fA.Un
36.1 Precandrudbn hkistIil 2 8 8 L 18 $ 3,720 $ 71 $ $ 3,791
362 P ReEaft 2 8 10 $ 2,9411 $ $ 2,941
3.63 Cancureoce Lenin 4 4 $ 1,230 S $ S 1230
3.7 [CRA 8 i6 24 $ 6,855 $ 71 S 18,737 S 25,663
NA racyoka<pd Reducdon ftm Esc9adon Cap $ 34000 E $ 27000 $ 81000
Total Basic Services Hours', 2,868 3,561 1801 1,340 2,161 1,704 284 808 241, 10 38 13,106 S 3.201,200 $ 78,6111 S 6,961,78/
S 9,241,816
2 of`. 5/122022
Phase 1Raw Water Line
Cedar Park WTP
PumpStation Site
Deep WaterIntake
Intake Tunnel
Leander WTP
TransmissionTunnel
LimeCreekRoadLime Creek RoadTrailsEndR
o
a
d
Lim
e
CreekRoadJackson StreetWest DrivePhase 1Floating PumpStation
Volente City Limits
MaintenanceBuilding Site
Lake TravisLake TravisSandy CreekSandy CreekArmArm
G:\GIS\PROJECTS\3-00670\MXD\Overall Project Layout_11x17.mxd, 3/27/2019 5:49:26 PM, wgarzaOVERALL PROJECT LAYOUT
BRUSHY CREEKREGIONAL UTILITY AUTHORITY
PHASE 2RAW WATER DELIVERY SYSTEMJOINT VENTURE T.B.P.E Registration No. 19893
0 1,000 2,000500Feet
EXHIBIT
A1 NSEW