HomeMy WebLinkAboutC2016-334 - 6/28/2016 - NA CITY OF CORPUS CHRISTI
AMENDMENT NO. 1
CONTRACT FOR PROFESSIONAL SERVICES
The City of Corpus Christi, Texas, a Texas home-rule municipal corporation ("City") and Coym, Rehmet and
Gutierrez Engineering, L.P. ("Consultant"), agree to the following amendments to the Contract for Professional
Services for McBride Lift Station and Force Main Improvements (Project No. E14054):
Original Contract November 17, 2015 M2015-131 $391,870.00
In the Original Contract, Exhibit"A", Scope of Services shall be amended as set forth in the attached Amendment
No.1, Exhibit "A".
In the Original Contract, Fees Section shall be amended based on the modified scope of services in the attached
Amendment No. 1, Exhibit "A" for a fee not to exceed $49,655.00, for a total restated fee not to exceed
$441,525.00.
All other terms and conditions of the November 17, 2015 Contract for Professional Services between the City and
Consultant, and of any amendments to that contract, which are not specifically addressed herein shall remain in full
force and effect.
CITY OF CORPUS CHRISTI COYM,REHMET&GUTIERREZ ENGINEERING,L.P.
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2016-334
6/28/16 INDEXED
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Project Name McBride Lift Station and
Force Main Improvements
Project Number E14054
Accounting Unit 4249-065
Account 550950
Activity E14054014249EXP
Account Category 50950
Fund Name Wastewater 2012B RVBD
Amendment No. 1 for $49,655.00
K\ENGINEERING DATAEXCHANGE\JENNIFER\WASTEWATER\E14054 MCBRIDE LIST STATION&FORCE MAIN IMPROVEMENTS\AMENDMENT NO.1\CONTRACT.DOC REV.10/1/15
Coym,Rehmet e GutierrezSSW S.STAPLES,SURE 230
CORPUS CHRISTI,TX 7841.1.
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ENGINEERS•PLANNERS•SURVEYORS ALICE,1X 78.332
TBPE Firm Reg.No.F-388 381-664'6821 FAX361464-0559
TBPLS Firm Reg.No.10104001
May 13, 2016
Mr.Jeff Edmonds, P.E.
Director of Capital Programs
City of Corpus Christi
P.O. Box 9277
Corpus Christi, Texas 78469-9277
RE: Contract Amendment No. 1
McBride Lift Station & Force Main Project
City of Corpus Christi Project No. E14054
CRG Project No. 20908c
Dear Mr. Edmonds,
We were recently requested to prepare an amendment to the referenced contract to modify our
Engineering Letter Report to include two alternate designs for modifying the discharging
wastewater from the McBride Lift Station. This Amendment also contains additional
subcontractor fees associated with a supplemental geotechnical investigation which we feel is
necessary in order to better identify existing soil conditions at the proposed lift station site and
boring bit locations.
The first alternate would include a study of efforts to be involved in rerouting the force main
from the McBride Lift Station to the Broadway Wastewater Treatment Plant. Currently the
McBride Lift Station force main discharges into a gravity manhole which ultimately ends up at
the Greenwood WWTP. The current gravity line which receives the flows from the McBride Lift
Station was flagged as a Capacity Constraint by the Hydraulic Modeling Report. The intent of this
additional study is to determine if rerouting the force main to the Broadway WWTP is a more
viable option than upsizing the gravity line which currently receives the McBride Lift Station
flows.
The second alternate would include a study of efforts which would be involved in construction
of an in-system wet weather storage tank in the vicinity of the current McBride Lift Station
outfall. The study would determine if a storage tank could be adequately sized large enough to
eliminate the current Capacity Constraint identified by the Hydraulic Modeling Report.
AMEND. NO. 1
EXHIBIT"A"
Page 1 of 4
.
•
•
We propose to perform the following services:
AMENDMENT SCOPE:
McBride Lift Station Force Main Re-Route to Broadway Plant Study:
1. Investigate multiple routes for proposed force main and recommend best route.
2. Preliminary research for required land acquisition and easements.
3. Perform preliminary design efforts to adequately size the proposed force main.
4. Perform preliminary design efforts to adequately upgrade the existing McBride Lift Station.
5. Discuss the impact of the additional flows on the capacity of the Broadway Wastewater
Treatment Plant.
6. Prepare a Preliminary Opinion of Probable Cost for the construction cost of the proposed
force main reroute which will include upsizing the McBride Lift Station.
7. Incorporate findings into the Engineering Letter Report for the McBride Lift Station.
McBride Lift Station In-System Wet Weather Storage Tank Study:
1. Investigate adding an in-system wet weather storage tank in the vicinity of the outfall
manhole for the McBride Lift Station force main.
2. Preliminary research for required land acquisition and easements necessary to facilitate the
proposed detention tank.
3. Perform preliminary design efforts to adequately size the proposed detention tank.
4. Use Hydraulic Model to verify that proposed in-system wet weather storage tank eliminates
overflows and capacity constraints in the vicinity of the McBride Lift Station force main outfall
during design storm conditions.
5. Prepare a Preliminary Opinion of Probable Cost for the construction cost of the proposed in-
system wet weather storage tank.
6. Incorporate findings into the Engineering Letter Report for the McBride Lift Station.
Supplemental Geotechnical Investigation:
1. Review of the existing Geotechnical Investigation Dated June 26, 2009 was deemed to be
inadequate as the boring depths were not deep enough for the proposed improvements.
2. Provide additional boring to depths adequate for the improvement associated with this
project at the lift station site and boring bit locations.
3. Incorporate findings into the Engineering Letter Report for the McBride Lift Station.
4. A fee proposal from Rock Engineering to perform the additional borings as indicated can be
viewed in Attachment "C".
AMEND. NO. 1
EXHIBIT"A"
Page 2 of 4
FEES
The total amount of this Amendment is $49,655 as shown in the summary on Attachment "A".
The man-hour fee analysis for the Amendment is shown in Attachment "B". The Rock
Engineering proposal for supplemental geotechnical subsurface investigation can be viewed on
Attachment "C".
REVISED SCHEDULE
DATE ACTIVITY
To Be Determined NTP
2 Months After NTP Draft ELR Submittal
3 Months After NTP City Review
4 Month After NTP Final ELR Submittal
7 Months After NTP 60% Design Submittal
8 Months After NTP City Review
11 Months After NTP 100% Design Submittal
12 Months After NTP City Review
TBD Pre-Bid Conference
TBD Receive Bids
TBD Contract Award
TBD Begin Construction
TBD Complete Construction
If you have any questions, please call me at (361) 991-8550 or email me at jcoym('crgei.com.
Very truly yours,
Coym, Rehmet& Gutierrez Engineering, L.P.
Jeff Coym, P.E.
Principal
Attachments:jcc
AMEND. NO. 1
EXHIBIT"A"
Page 3 of 4
McBride Lift Station and Force Main Project
(City Project No. E14054)
Summary of Fees
Attachment "A"
Original
Contract
AMD. NO.1
Total
BASIC SERVICES
1
Preliminary Phase
569,660.00
541,235.00
5110,895.00
2
Design Phase
5206,685.00
50.00
5206,685.00
_
Subtotal Basic Services
5276,345.00
541,235.00
5317,580.00
ALLOWANCES
3
Bid Phase
56,995.00
50.00
$6,995.00_
4
Construction Phase
542,730.00
50.00
$42,730.00
5
Additional Services
Allowance
521,365.00
50.00
521,365.00
6
Hydro -Excavation (SUE)
Sub -Consultant
544,435.00
50.00
$44,435.00
7
Supplemental
Geotechnical Report
50.00
58,420.00
58,420.00
Subtotal Additional Services
5115,525
58,420.00
576,510.00
Total Fee
5391,870.00
549,655.00
5441,525.00
11/17/2015