Contract - K Friese & Associates Inc - 9/24/2020 STATE OF TEXAS §
COUNTY OF WILLIAMSON §
SUPPI.E.MENTAL CONTRACT NO. 1
'To CONTRACT FOR ENGINEERING SERVICES
FIRM: K FRIESE & ASSOCIATES, INC. ("Engineer")
ADDRESS: 1120 S. Capital of Texas HiLlh ay Cit View 2, Suite 100, Austin, TX 78746
PROJECT: Sam Bass Road 48-inch Water Transmission Main
This Supplemental Contract No. I to Contract for Engineering Services is made by and between
the City of Round Rock., 'texas, hereinafter called the "City" and K Friese & Associates, Inc.,
hereinafter called the "Engineer".
WHEREAS, the City and Engineer executed a Contract for Engineering Services, hereinafter
called the "Contract", on the 5th day of December, 2019 for the Sam Bass Road 48-Inch Water
Transmission Main Project in the amount of$°73,671.00; 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 $316,092.00 to a total of$'391,763.00;
NOW 'THEREFORE, premises considered, the City and the Engineer agree that said Contract
is amended as follows:
I.
Article 1, City Services and Exhibit A, City Services shall be amended as set forth in the
attached Addendum To Exhibit A.
11.
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.
Article 4, Compensation and Exhibit Q, Fee Schedule shall be amended by increasing by
$318,092.00 the lump sum amount payable Linder the Contract for a total of $391,763.00, as
shown by the attached Addendum to Exhibit Q.
SLIJ)jfleniental Contract Re%A6/16
0199A961,00453720 84275
F-"U20 -6216(0
IN WITNESS WHEREOF, the City and the Engineer have executed this Supplemental
Contract in duplicate.
[signature pages fiollowl
Supplemental Contract Rev.06/16
0199.1961;00453720 84275
2
K FRIESE & ASSOCIATES, INC.
By:
Thomas M. Owens, P ,E,. , Exec . V. P .
1 SEP 20
Date
Supplemental Contract Rev.06/16
0199.1961;00453720 84275
3
CITY OF ROUND ROCK APPR ED AS TO ()RM:
By: inJd
Craig Morganvayor Stepha L. Sheets, City Attorney
Date
Supplemental Contract Rev.06/16
0199.1961;00453720 84275
ADDENDUM TO EXHIBIT A
City Services
The City of Round Rock (City) will provide the following information and other
assistance to K Friese & Associates, (Engineer) that the City deems appropriate
and necessary.
1. Any readily available pertinent existing information relating to the services
to be performed by the Engineer; the City will provide one copy of such
information in a format chosen by the City.
2. Clear direction and/or response to questions or requests made by the
Engineer in the course of the Engineer's performance of services,
3. Timely review of deliverables that have been properly completed and
submitted by the Engineer, and timely provision of comments, if any, to the
Engineer resulting from said reviews.
4. Negotiate and execute Interlocal Agreement with Williamson County to
allow for joint bidding the proposed Sam Bass Water Transmission Main
with the Williamson Country Sam Bass Road Improvements.
ADDENDUM TO EXHIBIT B
Engineering Services
UNDERSTANDING
The City of Round Rock's (CORR) Water Distribution Master Plan has previously
delineated a 48-inch water transmission main known as "Sam Bass I" from FM 1431
to Tonkawa Trail and a 42-inch water transmission known as "Sam Bass 11" from
Tonkawa Trail to Wyoming Springs Drive. The total anticipated length of the Sam
Bass 1/11 alignment is approximately 14,000 linear feet. These projects were planned
for 2021 and 2022, respectively. A combination of factors, such as Sam Bass Road
Expansion in 2021/2022 by Williamson County, roadway planning/design of
Wyoming Springs by the City of Round Rock, and continued development
contributing to lower system pressures have accelerated the need to begin planning
and design of the Sam Bass water transmission main.
K Friese & Associates, Inc. (KFA) recently completed a preliminary engineering
report (PER) to determine a preferred alignment, pipeline material, construction
methodology, and explore potential design, bidding, and construction alternatives to
efficiently install the water transmission main within the Sam Bass Road ROW. The
PER phase focused on a 48-inch water transmission main, but recent master
planning and associated water modeling have determined that this pipeline shall be
42-inch diameter pipe.
The preferred alignment (Alignment A) was presented to Williamson County and
approved for joint bid of the water transmission main with the Williamson County
Sam Bass roadway and drainage improvements (Williamson County) project. The
preferred pipeline alignment is anticipated to be a 42-inch steel pipeline that will be
wholly constructed along and within the north side of the Sam Bass Road ROW, but
one easement has been identified for constructability and future operation and
maintenance activities.
The KFA Team for this assignment will include the following subconsultants:
Survey and Mapping, LLC (SAM) — Surveying/Easement Document
• Chapman Engineering, LLC — Corrosion Protection
SCOPE OF SERVICES
The KFA Team will provide engineering design services including the following as
detailed below:
Phase A— 60% Design Phase
Phase B — 90% Design Phase
Phase C — 100% Design and Bid Phase Services
This scope of services assumes that the detailed design will be based on open cut
construction with some trenchless road crossings using jack and bore installation.
Design of a tunnel using conventional tunnel boring machine or preparation of a
Geotechnical Baseline Report is not included in this scope of services.
Comprehensive topographic survey, environmental/cultural review, and geotechnical
investigations have previously been completed within the corridor for the Williamson
County project. The KFA Team will utilize base CAD files compiled, utilized, and
1
ADDENDUM TO EXHIBIT B
Engineering Services
prepared for the Williamson County project. The KFA Team will conduct field
investigation and soil resistivity testing to aid in developing the Cathodic Protection
design and will also prepare one permanent easement for constructability and future
operations and maintenance activities.
This project is anticipated to be joint bid with the Williamson County project and
utilize base file data developed by the Williamson County project for design
purposes. In addition, the transmission main project will coordinate and utilize the
traffic control plans, detour plans, tree protection, erosion and sedimentation control
plans developed by the Williamson County project. Anticipated plan sheets (11" x
17" sheets) to be prepared for this assignment include:
1 — Cover
1 — General Notes Sheet
1 — Quantities Sheet
2 — Project Layout Sheets
30 — Plan and Profile Sheets for 42-inch diameter water main (1 40'H and
1"=10'V)
6 — Detail Sheets
1. PROJECT MANAGEMENT
1.1. Proiect Management/Administration — This task includes routine
communication with the City; managing manpower, budgets, and
schedules; invoicing; implementing and monitoring of QA/QC efforts; and
other activities associated with managing the project.
1.2. Quality Assurance/Quality Control — KFA will implement Quality
Assurance activities throughout the project and will utilize uninvolved
senior KFA Engineers and Project Managers to perform Quality Control
reviews of each deliverable prior to submission.
1.3. Project Meetings and Status Reports — KFA will attend regular
coordination and status meetings with the City to review work plans,
progress, and upcoming work. KFA will schedule, prepare agendas, and
draft minutes for each meeting to document discussions and key
decisions. KFA will also submit monthly status reports to the City
documenting progress, budget, and schedule. KFA anticipates the
following meetings:
1.3.1. Design Kick-Off Meeting
1.12. Design Progression Review Meetings
1.3.2.1. 60% Design Review Meeting
1.3.2.2. 90% Design Review Meeting
1.3.2.3. 100% Design Review Meeting
1.3.3. Williamson County utility coordination and design coordination
meetings (two total)
1.3.4. Pre-Bid Conference
2
ADDENDUM TO EXHIBIT B
Engineering Services
1.3.5. Bid Opening
2. PHASE A - 60% DESIGN PHASE
2,1. Site Investigation and Soil Resistivity Testing — The KFA Team will
preform a site investigation and collect data regarding soil resistivity in at
least three (3) locations along the project corridor.
22 Plan Preparation and Coordination — The KFA Team will prepare plan and
profile sheets for approximately 13,300 LF of 42-inch diameter water
main. The plans will also include cover sheet, notes sheets, layout plan,
special details for items such as air valve vaults, verification of traffic
control plans (Williamson County project), and restoration plans specific to
water transmission main construction. Corrosion Protection detail sheets
will be prepared by Chapman Engineering per the attached scope and
fee.
2.3. Specifications — The KFA Team will prepare Technical Specifications for
the project. This will include special specifications for parts of the project
that are not covered by standard CORR specifications.
2.4. Opinion of Probable Construction Cost — KFA will prepare a project
construction cost estimate based on the additional project detail
developed during this phase.
2.5. Review and Respond to 60% Design Review Comments — KFA will review
and prepare responses to comments received from CORR and
Williamson County on the 60% submittal.
2.6. Utility Coordination — KFA will coordinate with Williamson County Utility
Coordinator and utility companies, as necessary, and prepare for and
attend the utility coordination meetings.
3. PHASE B - 90% DESIGN PHASE
3.1 Easement Document Preparation — The KFA team will perform field
survey and preparation of field note descriptions and exhibits for one
permanent easement, as identified in the PER and verified/finalized during
60% design phase. The field survey and easement document will be
performed and prepared by Survey and Mapping (SAM), LLC per the
attached scope and fee.
32 Plan Preparation and Coordination — The KFA Team will prepare updated
plan and profile sheets for approximately 13,300 LF of 42-inch diameter
water main. The plans will also include cover sheet, notes sheets, layout
plan, special details, special traffic control plans (if necessary), and
restoration plans. The KFA Team will coordinate plans with Williamson
County project to eliminate redundant scope and verify application and
phasing of environmental and traffic control measures.
3.3. Specifications — The KFA Team will prepare Technical Specifications for
the project. This will include special specifications for parts of the project
that are not covered by standard CORR specifications.
3
ADDENDUM TO EXHIBIT B
Engineering Services
14. Opinion of Probable Construction Cost — KFA will update the project
construction cost estimate based on the additional project detail
developed during this phase.
3.5. Review and Respond to 90% Design Review Comments — KFA will review
and prepare responses to comments received from CORR and
Williamson County on the 90% submittal.
16. Utility Coordination — KFA will coordinate with Williamson County Utility
Coordinator and utility companies, as necessary, and prepare for and
attend the utility coordination meetings.
4. PHASE C - 100% DESIGN PHASE AND BID PHASE
4.1, Plan Preparation - The KFA Team will prepare final plan and profile
sheets for approximately 13,300 LF of 42-inch diameter water main. The
plans will also include cover sheet, notes sheets, layout plan, and special
details.
42 Specifications — The KFA Team will update Technical Specifications for
the project. This will include special specifications for parts of the project
that are not covered by standard CORR specifications. KFA will also
assist in the preparation of front end specifications per Williamson County
and CORR standards, and KFA will modify sections accordingly (invitation
to Bidders, Bid Proposal, Special Conditions, and Supplemental
Conditions).
4.3. Opinion of Probable Construction Cost — KFA will update the project
construction cost estimate based on the additional project detail
developed during this phase.
4.4. Review and Respond to 100% Design Review Comments — KFA will
review and prepare responses to comments received from CORR and
Williamson County on the 100% submittal.
4.5. Preparation of Final "For Bid" Documents — Address any final comments
or changes required and prepare final construction documents for the
project to be distributed to the Bidders.
4.6. Prebid Conference — KFA will attend the Prebid Conference, prepare the
meeting agenda, and provide a presentation for bidders on project details,
4.7. Contractor's Questions — KFA will provide written interpretation of the
intent of plans and specifications to CORR and Williamson County for
distribution to Bidders.
4.8. Addenda — KFA will prepare addenda required to clarify, correct, or
change the bid documents.
4.9. Bid Evaluation and Award Recommendation — Williamson County will
provide a bid tabulation and bid packets from each bidder to KFA. KFA
will review qualifications and accuracy of the bid tabulation relative to the
water transmission main project, coordinate determination of the
4
ADDENDUM TO EXHIBIT B
Engineering Services
responsiveness of the low bidders, and assist in preparation of a letter of
recommendation of award.
CLARIFICATIONS
• KFA will utilize existing Williamson County Sam Bass Road design files and
data information as basis for the transmission main design.
• KFA will utilize existing Williamson County Corridor H — Sam Bass Road
Environmental Due Diligence Memorandum prepared by CoxJMcLain
Environmental Consultants, Inc. as the basis of the environmental and
cultural resources review.
• KFA will utilize existing Geotechnical Engineering Study for Corridor H — Sam
Bass Road from FM 1431 to Wyoming Springs Drive prepared by Raba
Kistner Consultants, Inc as the basis of subsurface geological
characterization review.
EXCLUSIONS
• Comprehensive Topographical and/or boundary survey — To be provided by
Williamson County
• Subsurface Utility Engineering data — To be provided by Williamson County
• Geotechnical investigations and/or reports — To be provided by Williamson
County
• Environmental/Cultural/Historical reports and/or permitting — To be provided
by Williamson County
• Hydraulic modeling
• Construction Phase and Close Out Services — Due to the planned joint
bidding of the Williamson County project and the Sam Bass 42-inch Water
Transmission Main, KFA's needed level of involvement in construction is
unknown. As the project develops and the interlocal agreement has been
executed, the needed level of involvement will be better defined and covered
via a future supplemental amendment.
• Subsurface Utility Exploration (SUE) — If additional SUE is determined to be
necessary, that effort will be covered via a future supplemental amendment,
• Small Diameter Utility Relocations — As detailed design progresses, it may be
necessary to relocate CORR small diameter water/sewer mains, and/or other
water utilities to allow for construction of the new transmission main. This
analysis will be completed during the 60% design phase as part of the base
scope of services. If relocation is recommended, the corresponding design
will be covered via a future supplemental amendment.
5
Chapman
.,
sw VM
Cathodic Protection Field. Measurements and Design,
Round Rack Water Pipeline, Sam Hass Road Area,
With K Friese + Associates, Inc.
Proposal.Number _ _ _ 1800
Proposal Dae - August 5, 2020
Proposal Writer Cal Chapman, P. E., NAGE CP Specialist
Proposal Reviewer Mike Ames, Arita Bowen
Client Contact Name Jason Bybel, P.E., PMP, Senior Engineer
Client Company Name K Friese + Associates, Inc.
Client Contact Street Address 1.120 S. Capital of Texas Highway
C"it View 2, Suite 1.00
Client Contact City, State,Zip Austin, Texas 75746 -
Client Contact E-Mail Address ll�ylr l cr l l c ,c 'on.1
Dear Mr. Bybel:
Chapman Engineering is pleased to respond to your request for cathodic protection system design.
work for this Round Rock water pipeline project. An aerial photo shows the work area described
in reporting you provided:
Sam Bass Road Alignment, from FM 1431, Northwest, to Wyoming Springs Dr., Southeast
Pertaining to the cathodic protection requirements likely to be involved in this project, we offer
the following comments and possible work steps. Your feedback is most welcome.
P.O. Box 1305 Boerne,'Texas 713006
(1130) 81.6-3311 -(800)375-7747—Fax (830)1116-1753
info(i7'elial)nian.engitecering www.cltsrl)rrran.errl;ir►ceritig
6
K Friese + Associates, Inc. Round Rock CP August 5, 2020
Chapman 1800 Page 7
1. Our evaluation of cathodic protection (CP) needs will include review of the geotechnical
report and K Friese overview document for the project, which you provided today by e-
mail. From that review, we will send our Project Engineer/NACE-Certified Corrosion
Technician to the field, for measurements of soil resistivity at a minimum of three locations
along the alignment area;
2 Ali Impressed-current ('athodic Protection System (ICCP) for below-grade ferrous metal
piping you describe is required. It is important, too, to learn if the new pipeline will be
electrically isolated frorn other metal structures at each end, or if we must size up a CP
system to give protection to additional metal. It is possible that galvanic anodes could be
used, but with shallow rock contacts, they may not deliver protection for any significant
distance;
1 Chapman Engineering has significant experience in coating types, how they are applied,
how metal surfaces should be prepared before coating work is done, etc. We also [lave
experience with interactions between electrical grounding and underground steel
structures, CP application in these circumstances, etc. If you or your Client have standard
specifications for use, these elements may already be covered. If not, we will provide this
expertise to the team, if you deem it appropriate.
We anticipate learning much more site detail when the one site visit is made. If a meeting with
you and your staff will help, then we can set up in-person or conference meeting time,
SCOPE OF WORK PROPOSED
The scope described includes CP design for 42-incli-norninal-diameter, underground water piping
of about 13,500 total feet and likely to be lap-welded steel (AWWA C200). This pipe run will
include various steel fittings, valves, vaults, etc., which must also be electrically bonded and
protected. You suggest a possible coating type of factory-applied polyethylene for line pipe
exterior. If better-quality coating is used, cathodic protection system sizing will be smaller.
"Design life" calculations will be provided in accordance with any requirements detailed, but
typically are done for a 20-plus-year project life. Chapman Engineering has provided CP design,
corrosion control Survey services, and CP system installation across the Austin area for many
years.
One significant concern is the very shallow contact with competent limestones. A CP system must
have larger driving voltage to push protective current to the pipe metal from the anode bed. A
deep anode bed is Eavored, to be installed in one fairly central location along the alignment. That
will also be the location of an AC power supply and the rectifier. If"you have a better sense of
where the Client may want or be able to base the CP system, we will appreciate that information.
Based on your e-mail information, Chapman Engineering personnel will participate in one field
survey visit, then provide consulting communications, CP system design, and specifications for
installation, commissioning and longer-term monitoring. Our plans will include proposed test
station locations. We usually intend to be involved, too, in the review of bid packages from CP
contractor(s), to include evaluation of their experience, strength of project manager(s), and
likelihood of good performance. But that can be saved for a later time, to add to scope.
7
K Friese + Associates, Inc. Round Rock CP August 5, 2020
Chapman 1800 Page 8
Fee Schedule
We have attached our 2020 Rate Sheet, which is already in use on other K Friese projects. For
the above described engineering design and project support work, Chapman Engineering is
providing a fee estimate of$8,580.00 broken down as follows:
Description 'rime to Cost Estimate & Hours
Com leie da s _
Field Visit & Project Meeting 10 $2,980.00 (16 hours plus travel)
Preliminary Design 20 $3,200.00 (22 hours)
Final CP Design 15 $2,400.00 (14 hours)
If any additional on-site work or project meetings are called for, we will propose those costs
through written change orders.
KEY STAKEHOLDEH� (CLIENT AND CHAPMAN ENGINEERING)
Client Project Leader Jason Bybel, P.E., PMP, Senior Engineer
Client Sponsor K Friese + Associates, Inc.
CE Project Managers Cal Chapman, P. E. & Mike Ames
Client will be responsible for any local or state permits, sales taxes, and other fees which may
apply. Because this work is all "professional services" in nature, sales tax should not apply,
ADDITIONAL WORK
Chapman Engineering will not exceed the cost estimate unless an approved written change order
is signed by both parties. Chapman Engineering must have approval from K Friese 4- Associates,
Inc. of such a change order prior to any additional costs being incurred.
PAYMENITERMS
K Friese + Associates, Inc. agrees to pay Chapman Engineering invoice(s) in accordance with the
existing Commercial Agreement Terms and Conditions governing Chapman Engineering's work.
If no agreement is in place, K Friese+Associates, Inc. will pay all invoices within thirty(30)days.
Any balance left unpaid after 30 days will be subject to a finance charge of 1.5%per month, or the
maximum allowed by law.
Any requested changes to previously completed work, or additional work requested by K Friese +
Associates, Inc., will be charged based on the attached T&M Rate Schedule, or the rate schedule
previously agreed between both parties.
GENERAL
Any abnormal work conditions that cause delays, such as delays due to weather, delays associated
with site conditions, right-of-way issues, unknown circumstances or project delays due to waiting
on K .Friese + Associates, Inc. or other contractors, and those delays cause Chapman Engineering
8
K Friese --i-Associates, Inc. Round Rock CP August 5, 2020
Chapman 1800 Page 9
personnel to stand by, will be billed at T&M rates. In design phase, this is unlikely.
AUTHORIZA:EION
Please find attached an "Acceptance" block, for you to complete to give Lis authorization and
"notice to proceed." Issuance of a PO is acceptance of the Terms and Conditions of this proposal.
We appreciate the opportunity to work with you on this project. If you should have any comments
or require any changes in our proposed scope of services, please contact the undersigned at (830)
816-3311.
CHAPMAN ENGINEERING AUTHORIZED SIGNATURES
William M. "Mike" Ames Cal Chapman, P. E.
Vice President, Technical Operations President
MACE CP Specialist #4343 MACE CP Specialist #23357
MACE Sr. Corrosion Technologist#4343 Texas PE #81268
North Dakota PE #8286
New Mexico PE #19169
Oklahoma PE #26056
Model Law Engineer#35248, NCEES
MACE-Certified Cathodic Protection
Specialist #23357
CC/ab
ACCEPTANCE
I, , on behalf of K Friese 4- Associates, Inc., authorize
Chapman Engineering to proceed with the work described above for the proposed Project Costs,
for Proposal 1800 as detailed above, and per a schedule to be agreed between the parties.
T"fitje"--'----" —----------------
I nature of Contracting Authority Date
N—intei"NS-a—me of C—ontra-'-c-t"lt—ig—Au-th—ori—ty--""'------------
9
SAM, LLC
4OD1Southwest Parkway, Bldg.Two,Suite lQ0'Austin,T%72735
Ob51Z.447,0S75Fax 5l2,326]OZg
| infv@psambir www.sambiz rapewzona am
Via Emai|:jbybe|@kfriese.com
July 16, 202
Mr.Jason 8vbe[ P.E, PMP
Senior Engineer
KFdeae + Associates
112OG. Capital nfTexas Highway, City View 2. Suite 1UO
Austin, TX78748
Re: Sam Bass Road Waterline Easement
SAM Proposal No. 1O17Q38216A
Uear]ason:
Surveying And Mapping, LLC (SAM) appreciates the opportunity to submit proposal in response to
your request for surveying services along Sam Boss Road. This proposal is based upon the information
provided to us and includes those services required to provide easement exhibit preparation. See next
page for graphic representation of approximate project limits.
After reviewing the attached proposal, please do not hesitate to call me if you have any questions.
Sincerely,
Scott C. Brashear, RPLG
Project Manager
[c: Donald Zdancewicz, RPLS
10
mmw
44
SCOPE OF SERVICES AND FEE
Sam Bass Road Waterline Easement
PROJECT OVERVIEW
Surveying and Mapping, LLC (SAM) will provide professional surveying services to K Friese + Associates
(Client) relating to the Sam Bass Road project in Williamson County, Texas. The approximate project
limits are depicted below in red.
0!r
11
ASSUMPTIONS
Survey will be performed in accordance with the attached Survey Scope of Work, with the following
assumptions. If these assumptions do not prove correct, it may require the negotiation of a
supplemental agreement:
• Horizontal Datum and basis ofbearings will be Texas Coordinate System, Central Zone (4203),
NAD 83, and units will be U.S. Survey Feet, asderived from GPS observations and/or existing
survey control in the immediate vicinity.
• Vertical Datum will be the North American Vertical Datum of 1988 (NAVD88) and units will be in
U.S. Survey Feet, as derived from GPS observations and calculated using Geoid 12B, and/or
existing survey control in the immediate vicinity.
• Unimpeded access tothe property will be provided. Any locked gates will be made accessible to
our field crews. Assumption is made that there are no delays accessing the property that would
hamper our work.
• Sufficient existing monuments marking the control exist and can be found in good
condition.
• Lineworkfor easement will beprovided bythe client,
• SAM shall utilize our existing ROW basemap from previous Sam Bass Road (Corridor H)project.
EASEMENT EXHIBIT PREPARATION
• Utilizing the existing ROW basemap, SAM shall prepare easement documents for up to one (1)
affected property. Documents shall consist ofthe following:
o Easement plat
o Field note (metes and bounds) description
o Closure reports
• All easement documents will be submitted to the client for review. Upon completion of one-
time review ofall easement documents, S4K4 will make any necessary corrections. The final
easement documents will then be delivered tothe Client. Addressing any additional comments
isoutside ofthis scope ofservices.
• Upon approval of the preliminary easement documents, SAM shall set the easement corners (up
to corners). The easement corners shall consist of 5/8-inch iron rods with plastic caps stamped
"SAM".
12
4AW
PROJECT DELIVERABLES
Deliverables toClient will consist nfthe following:
• Easement documents (plat/field note) signed/sealed by a Texas RPLS in PDFformat
° Closure Reports
FEE
These professional services will be performed according to the following estimated fees:
Easement Preparation $3,6S1.7S
13
ADDENDUM TO EXHIBIT C
Work Schedule
Attached Behind This Page
K, FRI ESE Version 1.0
+ ASSOCVATES
...
.......... —-----------
;ID Task Name 3rd Quarter 4th Quarter
Jun Jul Aug Sep Oct Nov
1 Sam Bass Road 42-Inch Transmission Main Final De.0-
2 Notice to Proceed
3 Task 1 -Project Management
4 1,1,Project Management/Administration
5 1.2.Quality Assurance/Quality Control
6 General QA/QC
7, 60% Internal QA/QC Review and Revision
8
90% Internal QA/QC Review and Revision
9 i 100% Internal QA/QC Review and Revision
10 1.3.Project Meetings &Status Reports(8 Meeting,---------I
11 Design Kickoff Meeting
12 60% Design Review Meeting
13 90% Design Review Meeting
14 100% Design Review Meeting
15 Williamson County Utility Coordination Meet
16 Williamson County Design Coordination Mee
17 Pre-Bid Conference
...........
18 Bid Opening
19 Task 2-Phase B -60%Design Phase
20 2.1.Site Investigation and Soil Resistivity Testing
21 2.2.Plan Preparation
22 2.3.Specifications
23 2.4.Opinion of Probable Construction Costs
24 60% Design Submittal to CORR &Williamson Cc
25 CORR Review Period
26 2.5.Review and Respond to 60% Design Review Cory
27 2.6,Utility Coordination
28 Task 3 -Phase C-90%Design Phase
29 3.1.Easement Document Prepartion
30 3.2.Plan Preparation
31 3.3,Specifications
32 3.4.Opinion of Probable Construction Costs
33 90% Design Submittal to CORR &Williamson Co
34 CORR Review Period
......................... _---- _._._�:: -
Task --------------
Task
Split
Anticipated NTP: 9/24/2020 Milestone
Date:Fri 8/14/20
Design Completion Date:7/02/2021 Summary
Project Sur
External Ta
——--------------- --
Sam Bass 42 WTM Desi-._n-
9 ---Exhibit--- C
...... ......
K FRIESE Version 1.0
+ ASSOCVATES
W W'U,W,
--------------------------------- ................------ ---------------------
!ID Task Name 3rd Quarter 4th Quarter
Jun Jul Aug Sep Oct Nov
35 3.5.Review and Respond to 90% Design Review Con
36 3.6,Utility Coordination
37 Task 4-Phase D-100%Design Phase and Bid Phan
—
38 4.1.Plan Preparation 110091,
39 4.2.Specifications �Tfsml
40.. ..E4.3.Opinion of Probable Construction Costs 7zilil
41 I 1001 Design Submittal to CORR&Williamson C 6/21
42 CORR Review Period
43 4.4.Review and Respond to 100% Design Review Co
44 4.5.Preparation of Final"For Bid" Documents
45 Design Complete Issue Final Plans&Specificati ,; 7/2
46 4.6.Prebid Conference
71
47 4.7,Contractors Questions
48 4.8.Addenda
49 Bid Opening
50 4.9.Bid Evaluation and Award Recommendation
51 Construction NTP
F II
....................-—----------------------
Task
Split
Anticipated NTP:9/24/2020 Milestone
Date: Fri 8/14/20
Design Completion Date:7/02/2021 Summary
Project Sur
External Ta
....................................... ................ ...............
Sam Bass 42 WTM Design - Exhibit C
ADDENDUM TO EXHIBIT D
Fee Schedule
Attached Behind This Page
F R f E S E SAM BASS 42-INCH WATER TRANSMISSION MAIN FINAL DESIGN VERSION 1.0
EXHIBIT D
FEE SCHEDULE
Billing Rate 250,00_$ 21-0,00 215-00 S 186 00 $ 146.00:5 10500:$ 90A30
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\
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001
\ \
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Task 1-Project Management
11 Project Manage mentlAdmnistratio (6 month_) 1
.,[ -,._. 8 43 58.351 � $8.350
'2 y_ .Qualit Assuranue.4ualt Control -.... 4 24 --.24 24 I,, 16 --._ , .-.-.. _ --.-. 92 118540. ---. -
�_ - - _ - _ _ _ - _. _— 118.540
1 3 ,Project Meein s&Status Re its{S Mtestsn s' ... 2 24 24 -.--. -.-_ ...._ ----. 60 59,Q20. --. $240 -$9;260
Subtotal Task 1 5 28 80 24 40 0 0 8 r44
$36.210' $0 $0 $240 36.450
Task 2-Phase B-60>Design Phase :
2 I_ S.e Inves iga.,on and Sail Resistivity TW ng 4 2 _.... 4 -_- 51,560 ..-_ - S2980 $30 $4,570
22, Pian Preparation ....... ----. ----. 120 120----. 160 160 ---_ 176 200 ----. .. S76.200
2 3 Specifications 40 .... �. 56 $16.860 ... . ..._. $16,860
_ 1 - -- -60
24,- Qpumon o€Probable Construction Coss - --. --. --. -_ & 12 -- 12 ---_ -_ X4,660 - $4,6602 5 Rev€ew ffr- Respar; 1 � De gn Reriew Gomm_nr$ _
_ --- 8 ___ "L ---_ 8 526_ Utility Coordination; _ ._ __12 24 _ 447 __... _ 76 $10.140 __. $10,14:'
Subtotal Task 2 0 0 192 0 226 i 236 168 0 822 $115,340: $02.980!. $30 $116,350
Task 3-Phase C-901 Design Phase_
31\ Easement Document Prepartion 4 - 4 2 ..-_ 'fo 51.630. ---_$3,652 ---- $5.282
32 Pias,Preparation _ _... _.... __. ..._120 - 160_... 160 p _ 540 $75,500 $3 2Q S78,7003--,,-- -Speofications 4 ._... -
4t? __. . _. _ � _... 513.280=- _... . _... _ $13.280
_. _. __ ......
`x _. _.. < . _... ._5_4--- OP�n'=ono€Praaab+e Construe#ton s 4 4 8
Cos622x;^ 52.261'----. _.-- ----.
3 5 Renew and^nespanri to iJesigr:Review Comments ----. --_ 2 8 ---_ 'I6 ---_ & ;- ----. 34--.- -S4,070 ----. ----. _._
54,070
3.6 Utility Coordination — - - -12 24 40 78 $14140 - - - 510.140
Subtotal Task 3 0 0 166 0 240 248 110 0 764 --T106.8801 $1652....... $3,200: $0 $113.732
Task 4-Phase D-100%Design Phase and Bid Phase -
__- _ - ---_. .. ,
41-,. Pan Preparation -_ ----. -..-- ----. --_ 24 -_--. _ 32 40 16 112 5'=5520 ----. f ---. .,2400'..... .__ $17.920
4 2
-Plan
20 32 _._ 24 7a_... S11.300t S11,300
4,3._ Opinion of Probable Construction Costs _---. __.. 4 .6. _ ----. 16 $2160 ---_ . ----. -_... $2.260
4-4, Review and Respond to 100°x„Design Review Comments .- � - 4 ---.. 4. __. 4 ----. 14 S't 830 -..- ._. ----. $1,830
4 5 Preparation of Fina' mor Bid"Documents _---. _. --. --. ----. 4 - 8 ---_ . 4 ---_ 8 .- ---_ cd ---$3,240 _ ----. -.--.
53,240
46 P eb:d Cor€erence.... __. -__ 4 - 4 -__ 8--_ .S1 420_ 30 $1,#50;
4,T Contractor's Ouesbons --__ T -----8 12 .. _ u.... r - e
---.. .._.. ._.__.. _ _ _.. 53.4.,1, _ ..3,406
4 8 ..,Addenda 8 2 8 12 8 38 - -.__SS 3'r0. ...-.. , .-._ 55,310
4,9 'Bid Evaluation and Award Recommendation 4 _.._._ -.-- 8 - $ - _. _-24 - 52 82"1 --._ --.-. - _S3o $2.854
Subtotal Task d 0 0 78 2 112 100 36 0 328 $47,100- $01 $2,400 0 $49.560
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