HomeMy WebLinkAboutAgenda_GUS_02.08.2019Notice of Meeting for the
Georgetown Utility System Adv isory Board and the Gov erning Body
of the City of Georgetown
F ebruary 8, 2019 at 2:00 P M
at Georgetown Municipal Complex, 300-1 I ndustrial Av enue, Georgetown T X
T he C ity of G eorgetown is committed to compliance with the Americans with Disabilities Act (ADA). If you
require as s is tance in partic ipating at a public meeting due to a disability, as defined under the ADA, reas onable
as s is tance, adaptations , or ac commodations will be provided upon request. P leas e c ontact the C ity S ec retary's
O ffic e, at leas t three (3) days prior to the sc heduled meeting date, at (512) 930-3652 or C ity Hall at 808 Martin
Luther King Jr. S treet, G eorgetown, T X 78626 for additional information; T T Y users route through R elay
Texas at 711.
Regular Session
(T his R egular S es s ion may, at any time, be rec es s ed to c onvene an Exec utive S es s ion for any purpose
authorized by the O pen Meetings Act, Texas G overnment C ode 551.)
A C all to O rder
T he Board may, at any time, recess the R egular S es s ion to convene in Executive S ession at the request of
the C hair, a Board Member, the C ity Manager, As s is tant C ity Manager, G eneral Manager of Utilities, C ity
C ounc il Member, or legal counsel for any purpose authorized by the O pen Meetings Act, Texas
G overnment C ode C hapter 551, and are subject to ac tion in the R egular S ession that follows .
B Introduc tion of Visitors
Employee R ec ognition -- none submitted at time of pos ting
C F ebruary 2019 G US P roject Updates and J anuary Council Action
Wes ley Wright, P.E., S ys tems Engineering Director/Michael Hallmark, C I P Manager.
D Water C onservation P lan Update and P resentation -- James F outz, Marketing and C onservation Manager
E Indus try Updates
L egislativ e Regular Agenda
F R eview and pos s ible ac tion to approve the minutes from the regular G US Board meeting held on January
11, 2019. - S heila K. Mitc hell, G US Board Liaison
G C ons ideration and possible recommendation to award a bid to P rota C ons truction Inc. & P rota Inc ., JV.
of Aus tin, Texas in the amount of $2,936,000.00 - Wesley Wright, P.E., S ystems Engineering
Direc tor/Mic hael Hallmark, C I P Manager.
Adjournment
C E RT IF IC AT E O F P O S T IN G
I, R obyn Densmore, C ity S ecretary for the C ity of G eorgetown, Texas, do hereby c ertify that this Notic e of
Page 1 of 37
Meeting was pos ted at C ity Hall, 808 Martin Luther King Jr. S treet, G eorgetown, T X 78626, a place readily
ac cessible to the general public at all times, on the ______ day of __________________, 2019, at
__________, and remained so pos ted for at least 72 continuous hours preceding the sc heduled time of s aid
meeting.
____________________________________
R obyn Densmore, C ity S ecretary
Page 2 of 37
City of Georgetown, Texas
Utility System Advisory Board
February 8, 2019
S UB J E C T:
C all to O rder
T he Board may, at any time, rec es s the R egular S ession to c onvene in Exec utive S es s ion at the reques t of
the C hair, a Board Member, the C ity Manager, Assistant C ity Manager, G eneral Manager of Utilities , C ity
C ouncil Member, or legal c ouns el for any purpos e authorized by the O pen Meetings Ac t, Texas
G overnment C ode C hapter 551, and are s ubjec t to action in the R egular S es s ion that follows.
IT E M S UMMARY:
F IN AN C IAL IMPAC T:
N/A
S UB MIT T E D B Y:
Page 3 of 37
City of Georgetown, Texas
Utility System Advisory Board
February 8, 2019
S UB J E C T:
February 2019 GUS Project Updates and J anuary Council Action
Wesley Wright, P.E., S ystems Engineering Direc tor/Mic hael Hallmark, C I P Manager.
IT E M S UMMARY:
Berry Creek Wastewater Interceptor – 3C J
S anta C lara Low Bidder - C ity C ouncil approved C ontract on 12/11/18. NT P issued for 1/24/19 with S ite
S taking starting 2/1/19 & submittals being processed S ite s taking starts 2/1/19 with submittals being
processed
Berry Creek Wastewater Interceptor Phases 1, 2 & 3
Alternative routing around Berry S prings P ark under review and redesign
Braun Elevated S torage Tank (E S T)
Seal Slab placed & steel being installed for foundation with 560+ yards of concrete scheduled week of 2/4/19
C edar B reaks to Pasto r Dedicated Water Line
Consideration by G U S Board 2/8/19 & City Council 2/12/19 to P rota C onstruction in amount $2.936M
C R 255
Recommended by G U S 10/09/15, approved by C C on 10/27/15. P reliminary C onstruction P lans are near
80% complete & Easements 50% complete
EA R Z A rea 1 - 2018
City Council approved contract with P M Construction on 12/11/18, N T P to be issued early 2019
Lake WT P Chemical S torage Improvements
Task O rder approved by G U S B oard 12/8/17 & City Council 12/12/17. Tentatively out for Bid S pring 2019
Lake WT P Raw Water Intake & Pump Station Improvements
Recommendation of Award given to Huffman Contractors, approved by City Council 5/22/18. H uffman
divers welding on top 6 intake nozzles on structure, then will start welding on third row
Park Lift S tation
Task O rder rec ommended by G US 2/10/17& approved by C ity C ouncil 2/18/17. 100% Design P lans &
S pecs being reviewed by S taff, Bids in early 2019
Pastor Pump Station
NT P date Monday 4/16/18. C rews excavating for high service pumps & are near final grade
Pecan Branch WWT P
NT P 7/17/17, Lift S tation tie in complete, all basins have pas s ed hydro-tes t with equipment & air diffus ers
being ins talled
Ronald Reagan Water Line
C ontract approved with R oyal Vis ta by C ity C ounc il on 12/11/18, two pipe crews have installed
approximately 5400 LF of 30” water main as of 2/1/19
S an Gabriel Wastewater Treatment P lant – Belt Press
Task O rder approved by G US Board 3/9/18 & by C ity C ounc il 3/27/18. Tentatively out for Bid early 2019
S hell Road Water line
Final Design P lans are 90% complete & Easements are 60% complete
So uth Lake Water Treatment Plant – I ntake & R aw Waterline
Task O rder approval by G US Board 1/11/19 & C ity C ounc il 1/22/19
S un City 2.0 MG Elevated S torage Tank
Page 4 of 37
Contractor hoisted the tank onto the pedestal on 1/17/19. Work has begun on the steel floor liner.
Water Tank R ehab- 2018
C D M Task Order recommended by G U S B oard 12/8/17 & approved by C ouncil 12/12/17. Tentatively out
for Bid S pring 2019
West University 2018 Waterline Impro vements
City Council approved C ontract with S mith C ontracting on 12/11/18, site staking & Erosion Controls
completed, Construction starts mid-February
C o uncil A ctio n -- see attached report
F IN AN C IAL IMPAC T:
N/A
S UB MIT T E D B Y:
Wesley Wright, P.E., S ystems Engineering Direc tor/Mic hael Hallmark, C I P Manager.
AT TAC H ME N T S:
Description Type
February 2019 GUS Project Updates Backup Material
January Council Action Backup Material
Page 5 of 37
GUS Item Update Coversheet February 2019
Berry Creek Wastewater Interceptor – 3CJ
Santa Clara Low Bidder - City Council approved Contract on 12/11/18. NTP issued for 1/24/19
with Site Staking starting 2/1/19 & submittals being processed Site staking starts 2/1/19 with
submittals being processed
Berry Creek Wastewater Interceptor Phases 1, 2 & 3
Alternative routing around Berry Springs Park under review and redesign
Braun Elevated Storage Tank (EST)
Seal Slab placed & steel being installed for foundation with 560+ yards of concrete scheduled
week of 2/4/19
Cedar Breaks to Pastor Dedicated Water Line
Consideration by GUS Board 2/8/19 & City Council 2/12/19 to Prota Construction in amount
$2.936M
CR 255
Recommended by GUS 10/09/15, approved by CC on 10/27/15. Preliminary Construction Plans
are near 80% complete & Easements 50% complete
EARZ Area 1 - 2018
City Council approved contract with PM Construction on 12/11/18, NTP to be issued early 2019
Lake WTP Chemical Storage Improvements
Task Order approved by GUS Board 12/8/17 & City Council 12/12/17. Tentatively out for Bid
Spring 2019
Lake WTP Raw Water Intake & Pump Station Improvements
Recommendation of Award given to Huffman Contractors, approved by City Council 5/22/18.
Huffman divers welding on top 6 intake nozzles on structure, then will start welding on third row
Park Lift Station
Task Order recommended by GUS 2/10/17& approved by City Council 2/18/17. 100% Design
Plans & Specs being reviewed by Staff, Bids in early 2019
Pastor Pump Station
NTP date Monday 4/16/18. Crews excavating for high service pumps & are near final grade
Page 6 of 37
Pecan Branch WWTP
NTP 7/17/17, Lift Station tie in complete, all basins have passed hydro-test with equipment & air
diffusers being installed
Ronald Reagan Water Line
Contract approved with Royal Vista by City Council on 12/11/18, two pipe crews have installed
approximately 5400 LF of 30” water main as of 2/1/19
San Gabriel Wastewater Treatment Plant – Belt Press
Task Order approved by GUS Board 3/9/18 & by City Council 3/27/18. Tentatively out for Bid
early 2019
Shell Road Water line
Final Design Plans are 90% complete & Easements are 60% complete
South Lake Water Treatment Plant – Intake & Raw Waterline
Task Order approval by GUS Board 1/11/19 & City Council 1/22/19
Sun City 2.0 MG Elevated Storage Tank
Contractor hoisted the tank onto the pedestal on 1/17/19. Work has begun on the steel
floor liner.
Water Tank Rehab- 2018
CDM Task Order recommended by GUS Board 12/8/17 & approved by Council 12/12/17
Tentatively out for Bid Spring 2019
West University 2018 Waterline Improvements
City Council approved Contract with Smith Contracting on 12/11/18, site staking & Erosion
Controls completed, Construction starts mid-February
Page 7 of 37
Project: Berry Creek Wastewater Interceptor
Project# 3CJ
Update – February 2019
Project Description: This project will consist of approximately 15,000 linear feet of
wastewater interceptor ranging in diameter from 36-inch to 30-inch from the existing
Berry Creek lift station to the existing Sun City lift station. The alignment of the
interceptor will generally follow Berry Creek.
Purpose: The purpose of this project is to add wastewater capacity in Sun City, provide
wastewater service to the Shell road area, and will allow Sun City Lift Station to come
off line when the future phases are complete.
Project Manager: Ken Taylor
Engineer: CDM Smith
Contractor: Santa Clara Construction
Phase Start Finish Status / Comments
Preliminary
Engineering
May 2015 February 2016 Recommended by GUS
5/8/15 approved by CC
5/26/15.
Final Design February 2016 March 2018 100% complete
ROW / Easements June 2015 Complete
Bid / Award
Bid #
Santa Clara Low Bidder -
GUS Board Consideration
12/4/18 followed by City
Council on 12/11/18
Construction January 2019 February 2020 NTP issued 1/24/19 with
Site Staking starting 2/1/19
& submittals being
processed
Post Construction
Page 8 of 37
Project: Berry Creek Wastewater Interceptor
Phase 1,2, &3
Project#
Update – February 2019
Project Description: This project will consist of approximately 21,500 linear feet of
wastewater interceptor ranging in diameter from 36-inch to 48-inch from the existing
Berry Creek lift station to the existing Pecan Branch Wastewater Plant. The alignment of
the interceptor will generally follow Berry Creek.
Purpose: The purpose of this project is to add wastewater capacity in Sun City, provide
wastewater service to the Shell road area, and will allow Sun City Lift Station to come
off line.
Project Manager: Ken Taylor
Engineer: Walker Partners, LLC
Contractor: TBD
Phase Start Finish Status / Comments
Preliminary
Engineering
November 2017 November2018 Recommended by GUS
10/13/17 Approved by City
Council 10/23/17. Boring
samples being analyzed
Final Design November 2018 January 2019
ROW / Easements
Bid / Award
Bid #
Alternative routing around
Berry Springs Park under
review and redesign
Construction January 2019 April 2020
Post Construction
Page 9 of 37
Project: Braun EST
Project# 2JG
Update – February 2019
Project Description: This project involves - Design, bidding and general services during
construction for a 3 MG elevated storage tank (EST) at the Braun EST site
Purpose: The purpose of this project is to add additional elevated water storage capacity and
meet the demands of the water system in the 1178 pressure plane.
Project Manager: Ken Taylor
Engineer: CDM
Contractor: Landmark Structures
Phase Start Finish Status / Comments
Preliminary
Engineering
January 2018 March 2018 Task Order approved by
GUS Board 12/8/17 & by
City Council 12/12/17
Final Design April 2018 July 2018
ROW / Easements
Bid / Award
Bid #
September
2018
October 2018 Approved by GUS Board &
Council in October
Construction January ‘19 Seal Slab placed & steel being
installed for foundation with
560+ yards of concrete
scheduled week of 2/4/19
Post Construction
Page 10 of 37
Project: Cedar Breaks EST – Pastor 24 Inch Dedicated Water Line
Project# 2JI
Update – February 2019
Project Description: This project will consist of approximately 12,000 linear feet water
line that will run from Cedar Breaks Elevated Storage Tank to the Pastor Ground Storage
Tank. The water line will run in DB Woods Rd right-of-way for the northern portion of
the alignment and around the north and western border of Wood Ranch for the southern
portion.
Purpose: The purpose of this project is to run a dedicated water line from Cedar Breaks
EST to Pastor Pump Station, this dedicated 24-inch waterline will allow the Pastor Pump
Station to fill without depleting the existing distribution system and effecting fire flow.
This will also increase the capacity of the Pastor Pump Station to keep up with growth
and demand in the Western District.
Project Manager: Ken Taylor
Engineer: CDM Smith
Contractor: Prota Construction
Phase Start Finish Status / Comments
Preliminary
Engineering
July 2018 September 2018 Task Order approved by
GUS Board 6/6/18 & City
Council 6/26/18
Final Design October 2018 November 2018 Preliminary Survey work
starting
ROW / Easements July 2018 November 2018 Complete
Bid / Award
Bid #
January 2019 February 2019 Consideration by GUS
Board 2/8/19 & City
Council 2/12/19 to Prota
Construction in amount
$2.936M
Construction Early 2019
Post Construction
Page 11 of 37
Project: County Road 255 Waterline Improvements
Project# 2JE
Update – February 2019
Project Description: This project involves upgrading the existing 15-inch water main with
16-inch C-905 or DI pipe. This project will consist of approximately 44,500 LF of 16-inch
water main replacement.
Purpose: The purpose of this project is to upgrade the class pipe water mains to C-905 or DI
pipe, and replace this existing main that has a large amount of water leaks.
Project Manager: Ken Taylor
Engineer: KPA
Contractor: TBD
Phase Start Finish Status / Comments
Preliminary
Engineering
October 2015 March 2016 Recommended by GUS
10/09/15, approved by City
Council on 10/27/15.
Final Design March 2016 February2018 80% Complete
ROW / Easements October 2015 50% complete
Bid / Award
Bid #
Construction
Post Construction
Page 12 of 37
Project: EARZ Area 1 - 2018
Project# 3CQ
Update – February 2019
Project Description: This project will consist of pipe bursting, cured-in-place, open
trench, & rehabbing manholes.
Purpose: The purpose of this project is to make repairs on the wastewater collection
system to be in compliance with TCEQ rules and regulations.
Project Manager: Chris Logan
Engineer: KPA
Contractor: PM Construction
Phase Start Finish Status / Comments
Preliminary
Engineering
March 2017 June 2017 Task Order Recommended
by GUS 2/10/17
Approved by CC 2/28/17
Final Design June 2017 August 2017 September 2018, reviewing
90% plans
ROW / Easements N/A N/A N/A
Bid / Award
Bid #
Bid opening
Approved by City Council
12/11/18
Construction
NTP to be issued early 2019
Post Construction
Page 13 of 37
Project: Lake WTP – Chemical Storage Improvements
Project# 2CW
Update – February 2019
Project Description: This project involves - Design, bidding and general services during
construction for the design of sodium permanganate storage and feed system improvements at
the Lake WTP.
Purpose: The purpose of this project is the sodium permanganate storage and feed system
improvements will be bid so that small specialized, qualified chemical feed contractors can
bid the project.
Project Manager: Ken Taylor
Engineer: CDM
Contractor: TBD
Phase Start Finish Status / Comments
Preliminary
Engineering
January 2018 March 2018 Task Order approved by
GUS Board 12/8/17 & City
Council 12/12/17
Final Design April 2018 June 2018
ROW / Easements
Bid / Award
Bid #
July 2018 September 2018 Tentatively out for Bid
Spring 2019.
Construction
Post Construction
Page 14 of 37
Project: Lake Water Treatment Plant Raw Water Intake & Pump Station Maintenance
Improvements
Project# 2CU
Update – February 2019
Project Description: This project involves - Design bidding and general services during
construction for the maintenance improvements consist of replacing the intake gates and other
general maintenance on the 40-year-old intake. The maintenance improvements also consist
of replacing some discharge piping at the Raw Water Pump Station
Purpose: The purpose of this project is the replacing the intake gates and other general
maintenance on the 40-year-old intake. There will also be revisions to the discharge piping
that will reduce the pump head loss at the existing pump
Project Manager: Ken Taylor
Engineer: CDM
Contractor: Huffman Contractors
Phase Start Finish Status / Comments
Preliminary
Engineering
October 2017 November 2017 Approved by GUS Board
9/17 & City Council
September 17
Final Design November
2017
February 2018
ROW / Easements
Bid / Award
Bid #
April 2018 May 2018 Approved by City Council
5/22/18
Construction Fall 2018 Huffman divers welding on
top 6 intake nozzles on
structure, then will start
welding on third row
Post Construction
Page 15 of 37
Project: San Gabriel Park Lift Station Improvements
Project# 3CN
Update – February 2019
Project Description: This project will consist of the construction a new wastewater lift
station with appurtenant electrical and instrumentation improvements.
Purpose: The purpose of this project is to provide wastewater service for growth and
development in the San Gabriel Wastewater Basin.
Project Manager: Ken Taylor
Engineer: KPA
Contractor: TBD
Phase Start Finish Status / Comments
Preliminary
Engineering
March 2017 June 2017 Recommended by GUS 2/10/17&
City Council 2/18/17
Final Design July 2017 December
2017
90% Plans under review by Staff
TCEQ variance under review
ROW / Easements N/A N/A
Bid / Award
Bid #
Tentatively Bids in early 2019
Reviewing 100% Plans & Specs
prior to Bid
Construction
Post Construction
Page 16 of 37
Project: Pastor Pump Station
Project# 2BZ
Update – February 2019
Project Description: This project involves upgrading the existing pump station with two new
motors, pumps, electrical, instrumentation & HVAC. Design of pipeline improvements to
provide more water to the Pastor Pump Station and to complete the West Loop Water Line
near SH 29 and DB Wood Road.
Purpose: The purpose of this project is to upgrade pipeline improvements and to provide
more water to the Pastor Pump Station and to complete the West Loop Water Line near SH 29
and DB Wood Road.
Project Manager: Ken Taylor
Engineer: CDM
Contractor: Archer Western
Phase Start Finish Status / Comments
Preliminary
Engineering
May 2017 October 2017 Task Order recommended
by GUS 4/14/17 and goes to
Council 4/25/17.
Final Design October 2017 February 2018
ROW / Easements
Bid / Award
Bid #
GUS Board approved
Contract with Archer
Western 3/9/18 and Council
approved 3/27/18
Construction April 2018 May 2019 Crews excavating for high
service pumps & are near
final grade
Post Construction
Page 17 of 37
Project: Pecan Branch Wastewater Treatment Plant Expansion
Project# 3CA
Update – February 2019
Project Description: The project includes expanding the existing Pecan Branch WWTP
from 1.5 to 3.0 MGD including the construction of an influent pump station, screening
and grit removal facilities, aeration basins, secondary clarifiers, cloth disk filters, UV
disinfection facility, sludge holding tanks facilities, site grading and paving, electrical
improvements, and instrumentation improvements.
Purpose: The purpose of this project is to provide wastewater treatment for future
growth and development.
Project Manager: Ken Taylor
Engineer: CDM Smith
Contractor: CSA Construction
Phase Start Finish Status / Comments
Preliminary
Engineering
November
2012
March 2013 Complete
Final Design December
2015
January 2017 100% Set of Plans
ROW / Easements Complete
Bid / Award
Bid # 201717
March 2017 May 2017 Bid Opening 3/28/17
GUS Board approved 4/14/17
City Council 4/25/17
Construction July 2017 August 2019 NTP 7/17/17, Lift Station tie in
complete, all basins have passed
hydro -test with equipment & air
diffusers being installed
Post Construction
Page 18 of 37
Project: Ronald Reagan Waterline Improvements
Project# 2JM
Update – February 2019
Project Description: This project involves upgrading the existing 15-inch water main with
16-inch C-905 or DI pipe. This project will consist of approximately 44,500 LF of 16-inch
water main replacement.
Purpose: The purpose of this project is to install 21,300 LF of 30” water main on the west
side of Ronald Reagan from FM 2338 (Williams dr) to FM 3405
Project Manager: Ken Taylor
Engineer: KPA
Contractor: Royal Vista
Phase Start Finish Status / Comments
Preliminary
Engineering
October 2015 March 2016 KPA Task Order approved
by GUS Board & City
Council on 8/28/18
Final Design March 2016 February2018 80% Complete
ROW / Easements October 2015 50% complete
Bid / Award
Bid #
Approved by City Council
12/11/18
Construction January 2019 September 2019 Two pipe crews have
installed approximately
5400 LF of 30” water main
as of 2/1/19
Post Construction
Page 19 of 37
Project: San Gabriel Wastewater Treatment Plant – Belt Press
Project# 3CP
Update –February 2019
Project Description: This project involves - Design, bidding and general services during
construction for a new sludge dewatering building and the installation of dewatering
equipment, a polymer system and a conveyor for the San Gabriel Wastewater Treatment Plant
(WWTP)
Purpose: The purpose of this project is to replace the existing drying beds with a new sludge
dewatering building and the installation of dewatering equipment, a polymer system and a
conveyor to load a roll-off dumpster.
Project Manager: Ken Taylor
Engineer: CDM
Contractor: TBD
Phase Start Finish Status / Comments
Preliminary
Engineering
April 2018 August 2018 Task Order approved by
GUS Board 3/9/18 & by
City Council 3/27/18
Final Design August 2018 December 2018
ROW / Easements N/A
Bid / Award
Bid #
February 2019 March 2019 Tentatively out for Bid early
2019
Construction
Post Construction
Page 20 of 37
Project: Shell Road Waterline Improvements
Project# 3CI
Update – February 2019
Project Description: This project will consist of approximately 13,500 LF of 16-inch
water line and approximately 2300 LF of 12-inch waterline.
Purpose: The purpose of this project is to provide secondary feed of water to Sun City.
Project Manager: Ken Taylor
Engineer: KPA
Contractor: TBD
Phase Start Finish Status / Comments
Preliminary
Engineering
April 2015 August 2015 Task Order Recommended
by GUS 3/13/15
Approved by CC 3/24/15.
Final Design August 2015 March 2018 90% complete
ROW / Easements June 2015 October 2017 60% complete
Bid / Award
Bid
Construction
Post Construction
Page 21 of 37
Project: South Lake Water Treatment Plant Intake & Raw Waterline
Project# 2BN
Update – February 2019
Project Description: This project will consist of design/engineering for a 22 MGD raw
water intake & pump station with future expansion to 44 MGD and 3,800 LF if raw water
pipeline to carry water to the SLWTP.
Purpose: The purpose of this project is to provide the supply & demand for future water
needs for the City of Georgetown and Western District
Project Manager: Ken Taylor
Engineer: CDM
Contractor: TBD
Phase Start Finish Status / Comments
Preliminary
Engineering
February 2019 August 2019 Task Order approval by
GUS Board 1/11/19 & City
Council 1/22/19
Final Design August 2019 April 2020
ROW / Easements
Bid / Award
Bid
Summer 2020
Construction Fall 2020
Post Construction
Page 22 of 37
Project: Sun City Elevated Water Storage Tank
Project# 2CP
Update – February 2019
Project Description: This project will consist of the replacement of the existing .4
million gallon Elevated Water Storage Tank with a 2 million gallon Elevated Water
Storage Tank.
Purpose: The purpose of this project is to increase elevated water storage in the Sun
City 1015 pressure plan from .4 MG to 2MG to meet the demands of the water system in
the 1015 pressure plane.
Project Manager: Chris Pousson
Engineer: Dunham Engineering, Inc.
Contractor: CB&I
Phase Start Finish Status / Comments
Preliminary
Engineering
November
2016
May 2017 Task Order recommended
by GUS 11/11/16,
Approved by CC 11/22/16.
Final Design May 2017 June 2017 100% complete
ROW / Easements N/A N/A N/A
Bid / Award
Bid #
July 2017 September 2017 GUS Board and Council
Approved
Construction December
2017
April 2019 Tank has been hoisted.
Contractor working on
steel floor liner.
Post Construction
Page 23 of 37
Project: Water Tank Rehab - 2018
Project# 2CX
Update – February 2019
Project Description: This project involves - Design bidding and general services during
construction for the demolition of the steel ground storage tank (GST) and steel lime silo at
the Park Water Treatment Plant (WTP), demolition of the Woods GST, and rehabilitation of
the 1 MG GST at the Southside WTP; and design
Purpose: The purpose of this project is the demolition of the steel structures at the Park WTP
and the Woods sites and rehabilitation of the 1 MG GST at the Southside WTP site will be bid
so that qualified demolition and tank rehab contractors can bid the project.
Project Manager: Ken Taylor
Engineer: CDM
Contractor: TBD
Phase Start Finish Status / Comments
Preliminary
Engineering
January 2018 March 2018 Task Order recommended
by GUS Board 12/8/17 &
approved by Council
12/1/2/17
Final Design April 2018 June 2018
ROW / Easements
Bid / Award
Bid #
July 2018 September 2018 Tentatively out for Bid early
2019
Construction
Post Construction
Page 24 of 37
Project: West University 2018 Waterline Improvements
Project# 2JJ
Update – February 2019
Project Description: This project will consist of approximately 1,220 LF of 12-inch
water line and approximately 150 LF of 8-inch waterline.
Purpose: The purpose of this project is to provide adequate flows & pressure to the
University/IH 35 area
Project Manager: Ken Taylor
Engineer: CDM
Contractor: Smith Contracting
Phase Start Finish Status / Comments
Preliminary
Engineering
April 2015 August 2015 Task Order Recommended
by GUS 3/13/15
Approved by CC 3/24/15.
Final Design August 2015 March 2018 October 2018
ROW / Easements June 2015 October 2017 Complete
Bid / Award
Bid
Approved by City Council
12/11/18, PreConstruction
Meeting scheduled for
1/11/19 with NTP to be
issued shortly after
Construction January 2019 August 2019 Site staking & Erosion
Controls completed,
Construction starts mid-
February
Post Construction
Page 25 of 37
GUS BOARD ITEMS FORWARDED TO COUNCIL
January 22, 2019
O
Forwarded from Georgetown Utility Systems Advisory Board (GUS):
Consideration and possible action to approve a contract with Uniflt Corporation, from Ellwood City,
PA for the replacement of 8 Lake Water Treatment Plant filter media (anthracite) in the approximate
amount of $78,199.99 -- Glenn W. Dishong, Utility Director
P
Forwarded from Georgetown Utility Systems Advisory Board (GUS):
Consideration and possible action to approve Task Order CDM-19-001 with CDM Smith Inc. of Austin,
Texas for professional services related to the South Lake Water Treatment Plant Intake and Raw Waterline
in the amount of $1,781,648.00 --- Wesley Wright, P.E., Systems Engineering Director
ALL ITEMS PASSED
Page 26 of 37
City of Georgetown, Texas
Utility System Advisory Board
February 8, 2019
S UB J E C T:
Water C ons ervation P lan Update and P res entation -- James F outz, Marketing and C ons ervation Manager
IT E M S UMMARY:
An overview of the Water C ons ervation P lan will be presented and dis cus s ed. F ocus will be on the new
two (2) day per week watering s chedule and the c hanges to the drought contingency plan.
F IN AN C IAL IMPAC T:
N/A
S UB MIT T E D B Y:
James F outz
Page 27 of 37
City of Georgetown, Texas
Utility System Advisory Board
February 8, 2019
S UB J E C T:
Industry Updates
IT E M S UMMARY:
F IN AN C IAL IMPAC T:
N/A
S UB MIT T E D B Y:
Page 28 of 37
City of Georgetown, Texas
Utility System Advisory Board
February 8, 2019
S UB J E C T:
R eview and possible action to approve the minutes from the regular G US Board meeting held on January
11, 2019. - S heila K. Mitchell, G US Board Liais on
IT E M S UMMARY:
Board to review, revis e and/or approve the minutes from the regular G US Board meeting held on January
11, 2019.
F IN AN C IAL IMPAC T:
N/A
S UB MIT T E D B Y:
S heila K. Mitchell/G US Board Liaison
AT TAC H ME N T S:
Description Type
GUS Jan 11 2019 DRAFT Minutes Backup Material
Page 29 of 37
Minutes of the Meeting of the
Georgetown Utility Systems Advisory Board and the
Governing Body of the City of Georgetown, Texas
January 11, 2019 at 2:00PM
at Georgetown Municipal Complex, 300-1 Industrial Avenue, Georgetown, TX
The City of Georgetown is committed to compliance with the Americans with Disabilities Act (ADA). If
you require assistance in participation at a public meeting due to a disability, as defined under the ADA,
reasonable assistance, adaptations, or accommodations will be provided upon request. Please contact the
City Secretary’s Office, at least three (3) days prior to the scheduled meeting date, at (512) 930-3652 or
City Hall at 113 East 8th Street for additional information: TTY users route through Relay Texas at 711.
Board Members Present: John Copelan – Vice Chair, Edward Wiley – Secretary, David
Maserang, Ed Pastor, Arthur Yaeger, Steve Fought
Board Members Absent: Mike Cunningham – Chair
Staff Members Present: Jim Briggs, Mike Babin, Glenn Dishong, Wesley Wright, Leticia Zavala,
David Thomison, Chris Foster, Michael Hallmark, Tristan Whitmire, Emily Koontz
Others Present: none
Regular Session
(This Regular Session may, at any time, be recessed to convene an Executive Session for any purpose
authorized by the Open Meetings Act, Texas Government Code 551.)
A. Call to Order – called to order by Vice Chair at 2:00PM
The Board may, at any time, recess the Regular Session to convene an Executive Session at the
request of the Chair, a Board Member, the City Manager, Assistant City Manager, General Manager
of Utilities, City Council Member, or legal counsel for any purpose authorized by the Open Meetings
Act, Texas Government Code Chapter 551, and are subject to action in the Regular Session that
follows.
B. Introduction of Visitors -- none
Employee Recognition – none submitted at time of posting
C. January 2019 GUS Project Updates and December Council Action
Wesley Wright, P.E., Systems Engineering Director/Michael Hallmark, CIP Manager
Wright gave updates on all projects included in packet. Copeland asked and Hallmark responded
that the Braun Water Tank will be west of Ronald Reagan along Highway 29. Copelan asked and
Wright responded that they are going to put cones up on Texas Drive to designate parking and traffic
flow for the Sun City Elevated Storage Tank raising.
D. Industry Updates – ITEM “D” DISCUSSED AFTER ITEM “G”; meeting adjourned after Item “D”
Briggs spoke on the articles handed out to the board members. The articles are related to the electric
industry, focused on ERCOT and what’s happening in the ERCOT grid. Briggs thought it would be of
interest to pass those articles and email communications along. Each year ERCOT makes a prediction
about what’s going to happen in the summer. Last year at this time, ERC OT made a similar
prediction that summer would be warm, high temps, generation would be scarce and prices would
be high. Last year only one month (June) met those predictions. Briggs further discussed projections
for revenue and costs which didn’t materialize; one of the factors that led to missing budget on
purchase power costs in 2018. The 2019 budget projections have been restructured to not take these
things into account; added revenue will not be factored in. Projections are more conservative for 2019
budget. Briggs noted observations of higher prices in the deregulated open market , which will be
charged to their customers. Some additional discussion on prices and supply. Copeland asked and
Briggs replied that some projects have been postponed for now however those projects will not
compromise the demands of the system. Briggs noted no real updates regarding water, however
noted Irrigation Schedules will be discussed at the February meeting. Pastor asked and Briggs replied
Page 30 of 37
the city is running about 3200-3300 new meters per year, split almost evenly between city and
western district, which is a high rate of growth. Meeting adjourned after Item “D”.
Legislative Regular Agenda
The Board will individually consider and possibly take action on any or all of the following items:
E. Review and possible action to approve the minutes from the Special GUS Board meeting held on
December 4, 2018 and the Regular GUS Board meeting scheduled for December 13, 2018. – Sheila K.
Mitchell, GUS Board Liaison
No discussion. Motion by Yaeger, seconded by Pastor to approve the minutes from the Special GUS
Board meeting held on December 4, 2018 and the Regular GUS Board meeting scheduled for
December 13, 2018. Approved 6-0-1 (Cunningham absent)
F. Consideration and possible recommendation to approve a contract with Uniflt Corporation, from
Ellwood City, PA for the replacement of 8 Lake Water Treatment Plant filter media (anthracite) in the
approximate amount of $78,199.99. – David W. Thomison, Water Services Manager
Thomison provided information on media to be replaced due to meeting useful life. Only getting
about a quarter of the runtime between backwashes. System Engineering needs to run a test to see
how we can maximize flow through the plant and the current eight filters would not be enough to
manage that flow. Replacement of the media will assist preparations to maximize production during
peak demand during summer. Pastor asked and Thomison confirmed that Uniflt was the lowest
bidder. Motion by Pastor, seconded by Maserang to approve a contract with Uniflt Corporation,
from Ellwood City, PA for the replacement of 8 Lake Water Treatment Plant filter media (anthracite)
in the approximate amount of $78,199.99 . Approved 6-0-1 (Cunningham absent)
G. Consideration and possible recommendation to approve Task Order CDM-19-001 with CDM Smith
Inc. of Austin, Texas for professional services related to the South Lake Water Treatment Plant Intake
and Raw Waterline in the amount of $1,781,648.00. – Wesley Wright, P.E., Systems Engineering
Director/Michael Hallmark, CIP Manager
Wright provided information on project. The plant will go in a location which the city recently
purchased in December. The city is proposing to build their own intake structure between Lake
Georgetown between Round Rock and Brushy Creek intake structures. Work needs to be done for
design as well as permitting with Corp of Engineers. Once permits are secured and design is
completed then city will go out for bid for plant construction. CDM is our principal hydraulics
engineer and the city feels they are the best candidates to complete this work. Maserang asked and
Wright explained that this request is for full design and environmental work necessary to construct
intake structure, and a raw waterline that will run from the intake structure to the proposed plant.
These funds do not cover engineering design of the physical plant. Pastor asked and Wright
explained source of water primarily comes from Lake Stillhouse and Lake Belton. Motion by Wiley,
seconded by Maserang to approve Task Order CDM-19-001 with CDM Smith Inc. of Austin, Texas
for professional services related to the South Lake Water Treatment Plant Intake and Raw Waterline
in the amount of $1,781,648.00. Approved 6-0-1 (Cunningham absent)
RETURNED TO ITEM “D” FOR DISCUSSION (no action taken) No further discussion.
Adjournment
Motion by Yaeger, seconded by Wiley to adjourn. Adjourned at 2:53 PM
__________________________ _____________________________
John Copelan – Vice Chair Edward Wiley -- Secretary
_________________________________
Emily Koontz/for Sheila Mitchell, GUS Board Liaison
Page 31 of 37
City of Georgetown, Texas
Utility System Advisory Board
February 8, 2019
S UB J E C T:
C onsideration and pos s ible rec ommendation to award a bid to P rota C onstruc tion Inc . & P rota Inc., J V.
of Austin, Texas in the amount of $2,936,000.00 - Wes ley Wright, P.E., S ys tems Engineering
Director/Michael Hallmark, C I P Manager.
IT E M S UMMARY:
T he purpos e of this projec t is to provide a dedicated 24-inch waterline to the P as tor P ump S tation to meet
the demands in the Western Dis tric t in the S H-29 and R onald R eagan area.
T he projec t cons is ts of furnishing, installing, and providing all labor and materials required to install
approximately 11,100 linear feet of new 24-inc h diameter potable water pipeline including 994 linear feet of
horizontal directional drill under the Middle F ork of the S an G abriel R iver, gate valves , air valves, erosion
controls, revegetation, traffic c ontrol, s ystem c onnections, pavement repair and appurtenances.
T he C edar Breaks to P astor Dedicated Water Line project was advertised for public bids on J anuary 6, 2019
and January 13, 2019 in the Wi lli amson C ounty Sun. On January 29, 2019 at 2 p.m. bids were received at the
P urchasing Department for the construction of the C edar Breaks to P astor Dedicated Water Line project and
then opened and publicly read aloud. Staff received nine (9) competitive bids summarized below.
1. P rota C ons truction Inc. & P rota Inc ., JV - $2,936,000.00
2. Austin Engineering C ompany, Inc . - $2,991,939.00
3. M.A. S mith C ontracting C ompany, Inc. - $2,998,831.50
4. C ash C ons truction C ompany, Inc - $3,071,810.00
5. Austin Underground, Inc. - $3,096,927.00
6. P atin C onstruc tion LLC - $3,296,658.20
7. Excel Trenc hing - $3,392,396.69
8. S anta C lara C ons truction, Ltd - $3,423,316.00
9. Aaron C onc rete C ontractors , LP - $4,650,938.00
A bid tabulation of all the bid items is attac hed. T he low bidder on the project based on the total bas e bid
is P rota C ons truction Inc. & P rota Inc ., JV, Aus tin, Texas (P rota). T he engineer’s es timate for the projec t
was $3.0 million.
S TAF F R E C O MME N D AT IO N S:
S taff and C DM S mith rec ommend awarding this bid for the C edar Breaks to P as tor Water line to P rota
C onstruc tion Inc . & P rota Inc., J V. Austin, Texas in the amount of $2,936,000.00.
F IN AN C IAL IMPAC T:
F unds for this expenditure are budgeted in the Water C apital Improvement P lan.
S UB MIT T E D B Y:
Wesley Wright, P.E., S ystems Engineering Direc tor/Mic hael Hallmark, C I P Manager.
AT TAC H ME N T S:
Page 32 of 37
Description Type
Recommendation of Award Backup Material
Bid Tabulation Backup Material
Bid Summary Backup Material
Page 33 of 37
9430 Research Boulevard
Building 1, Suite 200
Austin, Texas 78759
Tel: (512) 346‐1100
Fax: (512) 345‐1483
January 30, 2019
Mr. Michael Hallmark
City of Georgetown
300 Industrial Avenue
Georgetown, TX 78626
RE: Cedar Breaks to Pastor Dedicated Water Line
Project No. 2JI
Recommendation of Award
Dear Mr. Hallmark:
The Cedar Breaks to Pastor Dedicated Water Line project was advertised for public bids on January 6,
2019 and January 13, 2019 in the Williamson County Sun. Through our office, we provided plans and
specifications to twenty‐one (21) interested parties, including general contractors and plan rooms. On
January 29, 2019 at 2 p.m. bids were received at the Purchasing Department for the construction of
the Cedar Breaks to Pastor Dedicated Water Line project and then opened and publicly read aloud.
Out of the sixteen (16) general contractors that requested plans and specifications, nine (9) bids were
received. The names of the bidders and total base bid amounts are summarized below.
1. Prota Construction Inc. & Prota Inc., JV $2,936,000.00
2. Austin Engineering Company, Inc. $2,991,939.00
3. M.A. Smith Contracting Company, Inc. $2,998,831.50
4. Cash Construction Company, Inc $3,071,810.00
5. Austin Underground, Inc. $3,096,927.00
6. Patin Construction LLC $3,296,658.20
7. Excel Trenching $3,392,396.69
8. Santa Clara Construction, Ltd $3,423,316.00
9. Aaron Concrete Contractors, LP $4,650,938.00
A bid tabulation of all the bid items is attached. The low bidder on the project based on the total base
bid is Prota Construction Inc. & Prota Inc., JV, Austin, Texas (Prota).
The engineer’s estimate for the project was $3.0 million.
Page 34 of 37
Mr. Michael Hallmark
January 30, 2019
Page 2
Enclosed in the bid package, each of the bidders submitted a Statement of Bidder’s Experience
(Section 00400). We have reviewed the information provided by Prota, and we believe that they
have the qualifications, experience, personnel and equipment to complete this project. We have
also checked the references for Prota and believe they are capable of completing the Cedar Breaks
to Pastor Dedicated Water Line project within the project schedule. We recommend that the City
of Georgetown award the Cedar Breaks to Pastor Dedicated Water Line contract in the amount of
$2,936,000.00 (total base bid amount) to Prota Construction Inc. & Prota Inc., JV.
Sincerely,
Alan D. Rhames, P.E.
CDM Smith Inc.
TBPE Firm Registration No. F‐3043
ATTACHMENT ENCLOSED
cc: Wesley Wright, P.E. / City of Georgetown
Ken Taylor / City of Georgetown
Allen Woelke, P.E. / CDM Smith
Page 35 of 37
CITY OF GEORGETOWN BID DATE: 01/29/2019
CEDAR BREAKS TO PASTOR DEDICATED WATER LINE
PROJECT NO. 2JI BID NO 201916 CONTRACT NO 19-0033-CIP ENGINEER'S ESTIMATE:
BID TABULATION $3,000,000
√√√√√√√√√
√√√√√√√√√
√√√√Deferred Deferred √Deferred √
Item Base Bid Item Estimated Quantity Unit Unit Price Amount Unit Price Amount Unit Price Amount Unit Price Amount Unit Price Amount Unit Price Amount Unit Price Amount Unit Price Amount Unit Price Amount
1 Insurance, Bonds and Mobilization/Demobilization Related Expenses not to exceed 5% of Total Bid 1 LS $146,436.10 $146,436.10 $115,000.00 $115,000.00 $140,000.00 $140,000.00 $79,800.50 $79,800.50 $150,000.00 $150,000.00 $160,000.00 $160,000.00 $150,000.00 $150,000.00 $170,000.00 $170,000.00 $200,000.00 $200,000.00
2
Storm Water Pollution Prevention Plan (SWPPP) and SWPPP Implementation,including installing the stabilized construction entrances,
silt fence, mulch sock, tree protection fencing and other required temporary sedimentation and erosion control best management and
tree protection practices as required by the drawings and the SWPPP plan, complete in place as detailed and specified, including
maintenance and removal.
1 LS $26,158.10 $26,158.10 $3,000.00 $3,000.00 $40,000.00 $40,000.00 $35,000.00 $35,000.00 $40,000.00 $40,000.00 $37,000.00 $37,000.00 $30,000.00 $30,000.00 $50,000.00 $50,000.00 $112,000.00 $112,000.00
3
Additional Mulch Sock (above that shown on the drawings) installed at the direction of the Engineer and/or Inspector, complete in place
as detailed and specified, including maintenance and removal.
250 LF $2.70 $675.00 $10.00 $2,500.00 $9.50 $2,375.00 $7.70 $1,925.00 $8.00 $2,000.00 $8.50 $2,125.00 $5.00 $1,250.00 $13.00 $3,250.00 $13.00 $3,250.00
4
Additional Silt Fence (above that shown on the drawings) installed at the direction of the Engineer and/or Inspector, complete in place
as detailed and specified, including maintenance and removal.
250 LF $1.00 $250.00 $3.00 $750.00 $2.25 $562.50 $2.00 $500.00 $1.75 $437.50 $2.50 $625.00 $2.00 $500.00 $3.00 $750.00 $3.00 $750.00
5
Additional Tree Protection Fence (above that shown on the drawings) installed at the direction of the Engineer and/or Inspector,
complete in place as detailed and specified, including maintenance and removal.
250 LF $2.30 $575.00 $4.00 $1,000.00 $3.50 $875.00 $2.90 $725.00 $2.85 $712.50 $3.50 $875.00 $2.00 $500.00 $4.00 $1,000.00 $175.00 $43,750.00
6
Site and Right-of-Way Preparation, non-pavementareas, including clearing, grubbing, and appurtenances,completein place as detailed
and specified.
38000 SY $0.50 $19,000.00 $1.00 $38,000.00 $1.30 $49,400.00 $0.50 $19,000.00 $1.00 $38,000.00 $2.00 $76,000.00 $0.32 $12,160.00 $1.00 $38,000.00 $2.00 $76,000.00
7 Site and Right-of-Way Preparation, roadway pavement areas, including appurtenances, complete in place as detailed and specified.
1 LS $3,998.50 $3,998.50 $10,500.00 $10,500.00 $20,000.00 $20,000.00 $3,000.00 $3,000.00 $40,000.00 $40,000.00 $26,000.00 $26,000.00 $6,050.00 $6,050.00 $20,000.00 $20,000.00 $42,000.00 $42,000.00
8 Traffic Control Plan and Implementation, complete in place as detailed and specified, including temporary traffic barriers.
1 LS $26,524.20 $26,524.20 $10,500.00 $10,500.00 $30,000.00 $30,000.00 $18,000.00 $18,000.00 $55,000.00 $55,000.00 $30,000.00 $30,000.00 $20,000.00 $20,000.00 $22,000.00 $22,000.00 $120,000.00 $120,000.00
9
Fencing Removal and Replacement, including temporary access gate(s) and fencing to keep the site, materials, equipment and livestock
secure, complete in place as detailed and specified.
1 LS $2,492.80 $2,492.80 $1,500.00 $1,500.00 $8,000.00 $8,000.00 $1,000.00 $1,000.00 $5,500.00 $5,500.00 $15,000.00 $15,000.00 $5,000.00 $5,000.00 $25,000.00 $25,000.00 $31,000.00 $31,000.00
10 Trench Safety Plan and Implementation, as required for all excavations deeper than 5 feet, complete in place as detailed and specified.
10369 LF $0.60 $6,221.40 $1.00 $10,369.00 $1.00 $10,369.00 $0.50 $5,184.50 $3.00 $31,107.00 $2.00 $20,738.00 $0.01 $103.69 $1.00 $10,369.00 $2.00 $20,738.00
11
Furnish and Install Restrained 20-inch AWWA C900 DR25 PVC or Restrained 20-inch Class 250 Ductile Iron pipe (Open Trench
Construction) including fittings, restraints, excavation, dewatering, bedding, backfill, tracer wire and trench surface restoration
complete in place as detailed and specified.
183 LF $210.50 $38,521.50 $200.00 $36,600.00 $160.00 $29,280.00 $190.00 $34,770.00 $180.00 $32,940.00 $140.00 $25,620.00 $229.00 $41,907.00 $284.00 $51,972.00 $240.00 $43,920.00
12
Furnish and Install 24-inch Unrestrained AWWA C900 DR25 PVC or 24-Inch Class 200 Ductile Iron (Open Trench Construction) pipe
including fittings, excavation,dewatering, bedding,backfill, tracer wire andtrench surface restoration completein place as detailedand
specified.
8700 LF $128.70 $1,119,690.00 $133.00 $1,157,100.00 $120.00 $1,044,000.00 $147.00 $1,278,900.00 $152.00 $1,322,400.00 $103.00 $896,100.00 $179.00 $1,557,300.00 $139.00 $1,209,300.00 $200.00 $1,740,000.00
13
Furnish and Install 24-inch Restrained AWWA C900 DR25 PVC or 24-Inch Class 200 Ductile Iron (Open Trench Construction) pipe
including fittings, restraints, excavation, dewatering, bedding, backfill, tracer wire and trench surface restoration complete in place as
detailed and specified
1465 LF $222.70 $326,255.50 $173.00 $253,445.00 $150.00 $219,750.00 $183.00 $268,095.00 $200.00 $293,000.00 $115.00 $168,475.00 $208.00 $304,720.00 $263.00 $385,295.00 $226.00 $331,090.00
14
Furnish and Install 24-inch AWWA C900 DR25 PVC or 24-Inch Class 200 Ductile Iron, including an Uncased Tree Bore, including setup,
excavation, boring, dewatering, pipe installation, tracer wire, restraints is required, backfilling andall appurtenances,completein place
as detailed and specified.
60 LF $576.50 $34,590.00 $550.00 $33,000.00 $750.00 $45,000.00 $650.00 $39,000.00 $450.00 $27,000.00 $1,000.00 $60,000.00 $555.00 $33,300.00 $800.00 $48,000.00 $545.00 $32,700.00
15
Furnish and Install 24-inch AWWA C900 DR25 Fusible PVC by Horizontal Directional Drill, including required engineering submittals,
setup, excavation, pilot boring, back reaming, dewatering, pipe fusing, pipe installation, backfilling and all appurtenances, complete in
place as detailed and specified.
994 LF $595.30 $591,728.20 $640.00 $636,160.00 $670.00 $665,980.00 $680.00 $675,920.00 $355.00 $352,870.00 $1,000.00 $994,000.00 $694.00 $689,836.00 $700.00 $695,800.00 $700.00 $695,800.00
16
Furnish and Install Connection to Existing 24” Water Line at Cedar Breaks Tank, including excavation, 24-inch x 24-inch tapping sleeve
and valve, tracer wire test station, coring, fittings, adapters, concrete, casings, cleanup, backfill and all appurtenances, complete in
place as detailed and specified.
1 LS $37,017.70 $37,017.70 $45,000.00 $45,000.00 $40,000.00 $40,000.00 $45,000.00 $45,000.00 $51,000.00 $51,000.00 $40,000.00 $40,000.00 $35,100.00 $35,100.00 $43,000.00 $43,000.00 $47,000.00 $47,000.00
17
Furnish and Install Connection to Existing 20” Water Line at Pastor Pump Station, including excavation, 20-inch x 20-inch tapping sleeve
and valve, tracer wire test station, coring, fittings, adapters, concrete, casings, cleanup, backfill and all appurtenances, complete in place
as detailed and specified.
1 LS $32,032.30 $32,032.30 $35,000.00 $35,000.00 $50,000.00 $50,000.00 $35,000.00 $35,000.00 $41,000.00 $41,000.00 $40,000.00 $40,000.00 $27,800.00 $27,800.00 $33,000.00 $33,000.00 $36,000.00 $36,000.00
18
Furnish and Install Roadway Asphalt Pavement Removal and Replacement, including saw cutting, temporary cold mix patching,
subgrade prep, base material (or equal) and hot mix asphaltic concrete, including all appurtenances, completein place as detailed and
specified
2420 SY $19.00 $45,980.00 $40.00 $96,800.00 $60.00 $145,200.00 $60.00 $145,200.00 $45.00 $108,900.00 $50.00 $121,000.00 $35.00 $84,700.00 $53.00 $128,260.00 $150.00 $363,000.00
19
Furnish and Install Two-Course Seal Coat on Roadway (Asphalt Binder Plus Aggregate) per TxDOT Specification 316, including surface
preparation, neighborhood coordination, installation, cleanup and appurtenances. complete in place as detailed and specified.
11420 SY $9.60 $109,632.00 $12.00 $137,040.00 $7.00 $79,940.00 $7.00 $79,940.00 $10.00 $114,200.00 $8.31 $94,900.20 $8.00 $91,360.00 $11.00 $125,620.00 $12.00 $137,040.00
20
Furnish and Install Driveway Repairs, all types and materials and including saw cut, backfill, subgrade prep, base and pavementsurface
to match existing driveway in material, thickness, reinforcing and surface quality, including dowels for concrete, complete in place as
detailed and specified.
4 EA $2,492.80 $9,971.20 $3,000.00 $12,000.00 $2,500.00 $10,000.00 $2,100.00 $8,400.00 $2,000.00 $8,000.00 $3,000.00 $12,000.00 $2,000.00 $8,000.00 $3,000.00 $12,000.00 $5,600.00 $22,400.00
21
Furnish and Install 2-Inch Combination Air Vacuum Valve (CAV), including excavation, piping, fittings, concrete manhole, ring and cover,
concrete apron, air piping extensions, pipe supports, backfill and appurtenances, complete in place as detailed and specified.
11 EA $4,115.60 $45,271.60 $4,000.00 $44,000.00 $3,000.00 $33,000.00 $3,000.00 $33,000.00 $6,000.00 $66,000.00 $5,000.00 $55,000.00 $2,400.00 $26,400.00 $5,000.00 $55,000.00 $3,200.00 $35,200.00
22
Furnish and Install 6-Inch Class 350 Ductile iron Drain Valve with 6-inch Gate Valve, including excavation, piping, fittings, casings,
concrete aprons, pipe restraints, backfill and appurtenances, complete in place as detailed and specified.
4 EA $4,140.70 $16,562.80 $3,000.00 $12,000.00 $2,300.00 $9,200.00 $3,000.00 $12,000.00 $5,500.00 $22,000.00 $3,500.00 $14,000.00 $3,800.00 $15,200.00 $3,500.00 $14,000.00 $3,500.00 $14,000.00
23
Furnish and Install Direct Bury 24-Inch Butterfly Valve with Tracer Wire Test Station, including excavation, piping, connections,
adapters, restraints, backfill, tracer wire, concrete casings and appurtenances, complete in place as detailed and specified.
2 EA $7,060.60 $14,121.20 $10,000.00 $20,000.00 $11,300.00 $22,600.00 $8,000.00 $16,000.00 $10,000.00 $20,000.00 $16,000.00 $32,000.00 $6,650.00 $13,300.00 $9,000.00 $18,000.00 $9,500.00 $19,000.00
24
Furnish and Install Direct Bury 24-Inch Butterfly Valve with Tracer Wire Test Station and Pressure Monitoring Station, including
excavation, piping, connections, adapters, restraints, backfill, tracer wire, concrete casings and appurtenances, complete in place as
detailed and specified.
1 EA $7,467.50 $7,467.50 $19,000.00 $19,000.00 $12,500.00 $12,500.00 $9,000.00 $9,000.00 $11,000.00 $11,000.00 $16,000.00 $16,000.00 $7,100.00 $7,100.00 $12,000.00 $12,000.00 $30,000.00 $30,000.00
25
Furnish and Install Class I Void Mitigation Measures, including excavation, materials, labor, documentation and reporting, complete in
place as detailed and specified, per linear foot of trench.
210 LF $76.10 $15,981.00 $20.00 $4,200.00 $50.00 $10,500.00 $20.00 $4,200.00 $23.00 $4,830.00 $100.00 $21,000.00 $30.00 $6,300.00 $13.00 $2,730.00 $50.00 $10,500.00
26
Furnish and Install Class II Void Mitigation Measures, including excavation, materials, labor, documentation and reporting, complete in
place as detailed and specified, per linear foot of trench.
70 LF $81.80 $5,726.00 $120.00 $8,400.00 $100.00 $7,000.00 $45.00 $3,150.00 $86.00 $6,020.00 $200.00 $14,000.00 $85.00 $5,950.00 $93.00 $6,510.00 $200.00 $14,000.00
27
Furnish and Install Class III Void Mitigation Measures, including excavation, materials, labor, documentation and reporting, complete in
place as detailed and specified, per linear foot of trench.
70 LF $81.80 $5,726.00 $150.00 $10,500.00 $120.00 $8,400.00 $70.00 $4,900.00 $88.00 $6,160.00 $300.00 $21,000.00 $100.00 $7,000.00 $106.00 $7,420.00 $210.00 $14,700.00
28
Furnish and Install Class V Void Mitigation Measures, including excavation, materials, labor, documentation and reporting, completein
place as detailed and specified, per linear foot of trench.
35 LF $81.80 $2,863.00 $175.00 $6,125.00 $150.00 $5,250.00 $50.00 $1,750.00 $140.00 $4,900.00 $500.00 $17,500.00 $250.00 $8,750.00 $119.00 $4,165.00 $230.00 $8,050.00
29
Furnish and Install Class V Modified Void Mitigation Measures, including excavation, materials, labor, documentation and reporting,
complete in place as detailed and specified, per linear foot of trench.
35 LF $81.80 $2,863.00 $350.00 $12,250.00 $170.00 $5,950.00 $50.00 $1,750.00 $150.00 $5,250.00 $600.00 $21,000.00 $250.00 $8,750.00 $205.00 $7,175.00 $410.00 $14,350.00
30
Remove Existing 20-Inch Water Meter and Associated Fittings from Existing Vault and Install a 20-Inch Motor Operated Butterfly Valve
with Required Fittings, Flanges and Adapters Inside Existing Vault, including, materials, labor, pipe connections, adjustments, spool
pieces and appurtenances, complete in place as detailed and specified, per lump sum.
1 LS $24,479.50 $24,479.50 $24,000.00 $24,000.00 $30,000.00 $30,000.00 $28,000.00 $28,000.00 $30,000.00 $30,000.00 $50,000.00 $50,000.00 $19,260.00 $19,260.00 $30,000.00 $30,000.00 $36,000.00 $36,000.00
31
Furnish and Install Electrical Conduit, Wire, Terminations, Conduit Connections and all Appurtenances to Connect the 20-Inch Motor
Operated Butterfly Valve to the Site Electrical Supply, including, materials, conduit, excavation, backfill, connections, adjustments,
coring, testing and appurtenances, complete in place as detailed and specified, per lump sum.
1 LS $26,622.30 $26,622.30 $16,000.00 $16,000.00 $30,000.00 $30,000.00 $30,000.00 $30,000.00 $35,000.00 $35,000.00 $35,000.00 $35,000.00 $8,900.00 $8,900.00 $31,000.00 $31,000.00 $45,000.00 $45,000.00
32
Modify the Depth of the Existing Electrical Power Feed Duct in the Pastor Pump Station Yard at the Crossing of the 20-Inch Water Line,
including materials, wire adjustments, conduit, excavation, concrete, backfill, connections, adjustments and appurtenances, complete in
place as details and specified, per lump sum.
1 LS $2,991.30 $2,991.30 $7,000.00 $7,000.00 $3,700.00 $3,700.00 $4,000.00 $4,000.00 $4,000.00 $4,000.00 $10,000.00 $10,000.00 $5,000.00 $5,000.00 $4,000.00 $4,000.00 $12,000.00 $12,000.00
33
Furnish and Install Instrumentation & Control and Process Control System Improvements to Integrate and Automate the Operation the
20-Inch Motor Operated Butterfly Valve with the Existing Programmable Logic Controller, including materials, conduit, excavation,
backfill, connections, coring, adjustments, programming testing and appurtenances, complete in place as detailed and specified, per
lump sum.
1 LS $28,700.00 $28,700.00 $28,700.00 $28,700.00 $28,700.00 $28,700.00 $28,700.00 $28,700.00 $28,700.00 $28,700.00 $28,700.00 $28,700.00 $28,700.00 $28,700.00 $28,700.00 $28,700.00 $28,700.00 $28,700.00
34
Contractor's Cost of Coordination, Management and Supplemental Work Associated with the Implementation of Bid Item 32, including
materials, conduit, excvavation, backfill, connections, coring, adjustments, programming, testing and appurtenances, complete in place
as detailed and specified.
1 LS $1,558.40 $1,558.40 $7,500.00 $7,500.00 $3,000.00 $3,000.00 $1,000.00 $1,000.00 $2,000.00 $2,000.00 $10,000.00 $10,000.00 $5,000.00 $5,000.00 $5,000.00 $5,000.00 $25,000.00 $25,000.00
35 Pressure and Leak Testing of Potable Water Pipelines, complete in place as detailed and specified.1 LS $17,631.40 $17,631.40 $3,000.00 $3,000.00 $6,800.00 $6,800.00 $4,000.00 $4,000.00 $13,000.00 $13,000.00 $10,000.00 $10,000.00 $10,000.00 $10,000.00 $2,000.00 $2,000.00 $30,000.00 $30,000.00
36 Disinfection of Potable Water Pipelines, complete in place as detailed and specified.1 LS $13,485.50 $13,485.50 $4,000.00 $4,000.00 $12,000.00 $12,000.00 $5,000.00 $5,000.00 $13,000.00 $13,000.00 $10,000.00 $10,000.00 $10,000.00 $10,000.00 $12,000.00 $12,000.00 $48,000.00 $48,000.00
37 Provide Re-vegetation, complete in place as detailed and specified.38000 SY $0.90 $34,200.00 $1.00 $38,000.00 $1.25 $47,500.00 $0.50 $19,000.00 $0.50 $19,000.00 $0.50 $19,000.00 $0.40 $15,200.00 $0.50 $19,000.00 $2.00 $76,000.00
38 Allowance to be used for additional site improvements, landscaping and miscellaneous modifications.1 LS $92,000.00 $92,000.00 $92,000.00 $92,000.00 $92,000.00 $92,000.00 $92,000.00 $92,000.00 $92,000.00 $92,000.00 $92,000.00 $92,000.00 $92,000.00 $92,000.00 $92,000.00 $92,000.00 $92,000.00 $92,000.00
Total - Base Bid (Item Nos. 1-38)-$2,936,000.00 -$2,991,939.00 -$2,998,831.50 -$3,071,810.00 -$3,096,927.00 -$3,296,658.20 -$3,392,396.69 -$3,423,316.00 -$4,650,938.00
Aaron Concrete Contractors, LPProta Construction Inc. and Prota Inc., JV Patin Construction LLC Excel Trenching Santa Clara Construction, Ltd.Bidders
Acknowledged all Addenda
Provide Bid Security (5%)
Provide Information from 00400
Austin Underground, Inc.M.A. Smith Contracting Company, Inc.Austin Engineering Company, Inc.Cash Construction Company, Inc.
Page 36 of 37
City of Georgetown
Cedar Breaks to Pastor Dedicated Water Line
Project No. 2JI
BID TABULATION SUMMARY
January 29, 2019
Approved Bidders Prota Construction Inc Austin Engineering Company Inc M.A. Smith Contracting Company, Inc. Cash Construction Company Inc Austin Underground Inc
Acknowledged all Addenda √√ √ √ √
Provide Bid Security (5%) √ √ √ √ √
Provide Information from 00400 √ √ √ √ Deferred
Total - Base Bid $2,936,000.00 $2,991,939.00 $2,998,831.50 $3,071,810.00 $3,096,927.00
Approved Bidders Patin Construction LLC Excel Trenching Santa Clara Construction Aaron Concrete Contractors, LP
Acknowledged all Addenda √ √ √ √
Provide Bid Security (5%) √ √ √ √
Provide Information from 00400 Deferred √ Deferred √
Total - Base Bid $3,296,658.20 $3,392,396.69 $3,423,316.00 $4,650,938.00
Page 37 of 37