Contract - Rodriguez Transportation Group - 7/24/2014STATE OF TEXAS §
COUNTY OF WILLIAMSON §
SUPPLEMENTAL CONTRACT NO.1
TO CONTRACT FOR ENGINEERING SERVICES
FIRM: RODRIGUEZ TRANSPORTATION GROUP, INC. ("Engineer")
ADDRESS: 11211 Taylor Draper Lane, Suite 100, Austin, TX 78759
PROJECT: Seton Parkway Phase 2
This Supplemental Contract No. 1 to Contract for Engineering Services is made by and between
the City of Round Rock, Texas, hereinafter called the "City" and Rodriguez Transportation
Group, Inc., hereinafter called the "Engineer".
WHEREAS, the City and Engineer executed a Contract for Engineering Services, hereinafter
called the "Contract", on the 28th day of February, 2013 for the Seton Parkway Phase 2 Project
in the amount of $299,619.81; and
WHEREAS, it has become necessary to amend the Contract to modify the provisions for the
scope of services and to increase the compensation by $70,327.12 to a total of $369,946.93;
NOW THEREFORE, premises considered, the City and the Engineer agree that said Contract
is amended as follows:
1.
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.
11.
Article 4, Compensation and Exhibit D, Fee Schedule shall be amended by increasing by
$70,327.12 the lump sum amount payable under the Contract for a total of $369,946.93, as
shown by the attached Addendum, to Exhibit D.
IN WITNESS WHEREOF, the City and the Engineer have executed this Supplemental
Contract in duplicate.
Supplemental Contact
0199.1350; 00305645
R-2014-1576
Rev. 12/01/08
84275
RODRIGU� ZTRA SPORTATION GROUP, INC.
By:
/'lA/LK k. 9-I SItiaC't
UG-,Z6-2�1 i -
Date
CITY OF ROUND ROCK APP VED AS T FORM:
By: G � `Al L).,- ,
man- Steph. 1 L. S hits, City Attorney
�
Date
Supplemental
Supplemental Comma Rev.12/01/08
0199.1350;00305605 84275
ADDENDUM TO EXHIBIT B
Engineering Services
The additional Scope of Work to be performed by the Engineer under this Supplemental Contract is
described as follows:
• The southern limits of the design schematic and subsequent PS&E have been extended along
Seton Parkway. The original southern limits were 1,600 feet south of the existing Seton
Parkway. The revised southern limits are extended approximately 500 feet to the intersection
with Avery Nelson Parkway.
• The design schematic for the "Ultimate Design" was originally planned as a four -lane
divided facility. During the planning phase, the City of Round Rock requested the
development of additional alternatives. The final design schematic consisted of a three -lane
section along the entire limits of Seton Parkway.
• The City of Round Rock has requested the extension of approximately 2,050 linear feet of
16 -inch waterline. The water line plans will be incorporated in the PS&E and construction
phase services, for the installation of the water line, will be added to the scope of services.
FUNCTION CODE 110 (ROUTE AND DESIGN STUDIES), (GEOTECHNICAL
INVESTIGATION)
Roadway Design (Additional effort included the development of a three -lane alternative and the re-
alignment of the unnamed side street):
1. Determine the proposed alignment for the Seton Parkway extension and the Un -Named cross
road. Each leg of the Seton Parkway/Un-Named cross road intersection should be designed a
minimum of 400' from the intersection.
2. Develop roadway typical sections with proposed utility assignments.
3. Develop preliminary (ultimate) design cross sections and establish ROW requirements.
4. Develop preliminary construction cost estimate
5. Prepare public meeting displays and exhibits as required.
Drainage Design:
1. Following completion of the preliminary hydrologic and hydraulic studies to identify the
culvert size for the draw (two proposed culverts), the City of Round Rock requested the
evaluation of eliminating one of the two culverts. Off-site grading alternative will be
evaluated.
Geotechnical Investigation:
Additional geotechnical services are to be provided for the proposed extension of Seton Parkway.
Subsurface conditions will be obtained by drilling 3 additional borings to depths of 10 ft each (1
at the location of the culvert extension). Apparent water seepage into the open boreholes will be
recorded at the time of drilling. Laboratory testing on recovered samples will be performed to
classify the soil and perforin strength determinations. Analytical tests for soluble sulfate content
will also be performed.
Suspect fill areas will be explored by excavating test pits with a backhoe. These test pits will be
excavated along the proposed extension of Seton Parkway and the unnamed cross street
respectively. The purpose of these test pits is to visually confirm the presence or absence of fill
materials suggested by recent aerial photographs. Test pits will be terminated in native soil or at
the maximum reach of the backhoe. A miniunum of 7 to 10 test pits are planned. We will
backfill with excavation spoils and tamp down with the backhoe bucket, and mark the limits in
the field for the surveyors. Deliverables will include Logs of the test pits, a plan of test pit
locations, and a brief memorandum summarizing observations.
FUNCTION CODE 130 (ROW DATA)
FUNCTION CODE 150 (FIELD SURVEY)
Additional survey services are to be provided as requested on an "on-call" basis for up to three (3)
trips to the project site.
Topographic Surveys:
1. Recover and/or establish primary control monuments for this project. The values will be
relative to NAD 83 Texas State Plane Coordinates, Central Zone 4203 (scaled to surface
values). Vertical Datum will be GPS Orthometric heights and projected through the length
of the project.
2. Collect spot elevations within the project area including, but not limited to improvements,
drainage features, trees 8" and up, visible utilities, natural ground, grade breaks and
environmental features. Wastewater manholes will be inverted for flowline information
providing access is achievable.
3. Process the collected data into a detailed topographic survey and DTM (1 foot contour
interval) of the depicted areas.
4. Deliverables will include a Microstation 2D and 3D file with break -lines, TIN files, a DTM
file processed to 1.0 foot contours will be provided and the associated spot point data in
ASCII format.
2
PHASE 2
FUNCTION CODE 164 (ROADWAY DESIGN)
Additional roadway design services are to be provided for the proposed extension of Seton Parkway.
The PS&E will include all necessary details required for construction.
The additional roadway sheets for the construction plans will include:
1. Typical section
2. Plan and profile
FUNCTION CODE 161 (HYDRAULIC DESIGN)
Additional hydraulic design services are to be provided for the proposed extension of Seton Parkway.
The PS&E will include all necessary details required for construction.
1) Drainage Area Maps
2) Culvert layouts
3) Storm water pollution prevention plan
FUNCTION CODE 163 (MISCELLANEOUS ROADWAY PLANS)
Traffic Control Plan Layouts:
Additional traffic control design services are to be provided for the proposed extension of Seton
Parkway and for the widening of Seton Parkway at the University Blvd. intersection. The PS&E
will include all necessary details required for construction.
Illumination Layouts:
Additional illumination design services are to be provided for the proposed extension of Seton
Parkway. The PS&E will include all necessary details required for construction.
The illumination layouts (for the entire project limits) will include the necessary details required
for providing the foundations, ground boxes and conduit (including mule tape). The illumination
assemblies will be provided by others.
Water:
1. Project Design Meetings — The Engineer will prepare for and attend two (2) meetings with
City of Round Rock Staff to review comments generated after the 50% and 100% plan
submittals.]
2. Utility Design Plans —The Engineer will prepared and update the following additional sheets
as appropriate for the utility relocations. The plan sheets will be formatted to be included
with the roadway and drainage plans currently in production for the CORR.
• Water Line Plan and Profile Sheets (4 Sheets)
• Water line Stub -out Plan and Profile Sheets (2 Sheets)
• Miscellaneous Details (2 Sheets)
3. Opinion of Probable Cost — The Engineer will prepare and submit an engineer's opinion of
probable cost in Microsoft Excel format at the 50% and 100% submittals to the City.
FUNCTION CODE 180 (CONSTRUCTION PHASE SERVICES)
The ENGINEER will provide the following services during the water line construction activities of
the project:
1. Coordinate and attend pre -construction conference with City of Round Rock, contractor,
review agencies and engineer prior to construction.
2. Make visits to the site, at intervals appropriate to the various stages of construction, to
observe as an experienced and qualified design professional the progress and quality of the
executed work of Contractor(s) and to determine, in general, if such work is proceeding in
accordance with the Contract Documents. The engineer shall not be required to make
exhaustive or continuous on-site inspections to check the quality or quantity of such work.
3. Review and approve (or take other appropriate action in respect to) Shop Drawings and
samples, the results of tests and inspections and other data, which each Contractor is required
to submit. This review will be only for conformance with the design concept of the project
and compliance with the information given in the Contract Documents.
4. Upon substantial completion, the engineer will prepare a punch list outlining corrections and
work that must be done before the project can be accepted. The engineer will arrange a
preliminary site inspection to identify punch list items with the appropriate personnel.
S. Prepare one set of reproducible as -built plans based on one (1) record copy of project
drawings labeled "Project Record" maintained by the contractor. The contractor will submit
the "Project Record" drawings to the ENGINEER at contract closeout.
FUNCTION CODE 190 (PROJECT MANAGEMENT)
The ENGINEER will provide additional project management effort resulting from the original
project duration being extended by approximately nine (9) months.
4
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Addendum to Exhibit D
Fee Schedule
Task
Total
Labor Hours
Total
Loaded Labor Cost
Other
Direct Costs
Subconsultants
TOTALS
Task 1: (e.g. surveying)
0
$0.00
$10.00
$3,990.00
$4,000.00
Task 2: (e.g. environmental investigation and approval)
0
$0.00
$0.00
$0.00
$0.00
Task 3: (e.g. geotechnical investigation)
0
$0.00
$2,280.00
$2,390.00
$4,670.00
Task 4: (e.g. public outreach and schematic design)
64
$7,683.98
$0.00
$0.00
$7,683.98
Task 5: (e.g. preliminary design/ 30% plans)
78
$8,926.60
$0.00
$0.00
$8,926.60
Task 6: (e.g. final design/ 60%, 90%, 100% plans)
174
$17,853.21
$0.00
$1,594.88
$19,448.09
Task 7: (e.g. utility design)
171
$0.00
$140.25
$17,335.00
$17,475.25
Task 8: (e.g. bid phase services)
0
$0.00
$0.00
$0.00
$0.00
Task 9: (e.g. construction phase services)
16
$0.00
$0.00
$1,690.00
$1,690.00
Task 10: (e.g. project management)
36
$6,433.20
1 $0.00
$0.00
$6,433.20
GRAND TOTAL:
539
$40,896.99
1 $2,430.25
$26,999.88
$702327.12
EXHIBIT D-1 FEE SCHEDULE
R0ORIGUE2 TRANSPORTATION GROUP
Estimate of Englneedna Semlees Budget
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EXHIBIT D-1 FEE SCHEDULE
Suhprovider: Inland Goodellcs, LLC
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Selon Parkway Extension (Phase 2)
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EXHIBIT D4 FEE SCHEDULE
SubDrovlder. K Frleso S Associates, Inc.
Estimate of Engineering Services Budget
City of Round Rodt
Seton Parkway Extension (Phase 2)
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EXHIBIT D•1 FEE SCHEDULE
Subprovider; Sailer Lankas Group, LLC
Estimate of Engineering Services Budget
City of Round Rock
Seton Parkway Extension(Pnaw 2)
Seller Lankas Group, LLC
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