23-R-24 Standard Utility Agreement-Riata Lift StationRESOLUTION NO. 23-R-24
A RESOLUTION BY THE CITY COUNCIL OF THE CITY OF
SCHERTZ, TEXAS, AUTHORIZING THE CITY MANAGER TO ENTER
INTO A STANDARD UTILITY AGREEMENT WITH THE STATE OF
TEXAS FOR THE RELOCATION OF UTILITIES — SPECIFICALLY THE
RIATA LIFT STATION - ALONG 11135 IN PREPARATION FOR THE
IH 35 NEX PROJECT
WHEREAS, the Texas Department of Transportation (TxDOT) is undertaking the
Interstate Highway 35 North East Expansion (IH 35 NEX) Project and has acquired additional
right of way for the widening of the highway; and
WHEREAS, the Riata Wastewater Lift Station of the City of Schertz, Texas, (City) is
located in conflict with the planned TxDOT improvements to IH 35; and
WHEREAS, the State of Texas will pay to the City of Schertz the costs incurred in
adjustment, removal, and relocation of the Riata Lift Station and Wastewater Mains; and
WHEREAS, City Staff has recommended that the City enter into a Standard Utility
Agreement (SUA) with the State of Texas for the relocation of utilities along Interstate Highway
35 (Riata Lift Station and Associated Gravity and Force Mains) and reimbursement of project
costs.
NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF
SCHERTZ, TEXAS THAT:
Section 1. The City Council hereby authorizes the City Manager to execute the TxDOT
Standard Utility Agreement in substantially the form set forth as Exhibit A.
Section 2. The recitals contained in the preamble hereof are hereby found to be true, and
such recitals are hereby made a part of this Resolution for all purposes and are adopted as
a part of the judgment and findings of the City Council.
Section 3. All resolutions, or parts thereof, which are in conflict or inconsistent with any
provision of this Resolution are hereby repealed to the extent of such conflict, and the
provisions of this Resolution shall be and remain controlling as to the matters resolved
herein.
Section 4. This Resolution shall be construed and enforced in accordance with the laws
of the State of Texas and the United States of America.
Section 5. If any provision of this Resolution or the application thereof to any person or
circumstance shall be held to be invalid, the remainder of this Resolution and the
application of such provision to other persons and circumstances shall nevertheless be
valid, and the City Council hereby declares that this Resolution would have been enacted
without such invalid provision.
Section 6. It is officially found, determined, and declared that the meeting at which this
Resolution is adopted was open to the public and public notice of the time, place, and
subject matter of the public business to be considered at such meeting, including this
Resolution, was given, all as required by Chapter 551, Texas Government Code, as
amended.
Section 7. This Resolution shall be in force and effect from and after its final passage,
and it is so resolved.
PASSED AND ADOPTED, this 14th day of March, 2023.
CITY OF SCHERT •XAS
Ralp G ierr ayor
ATT
Sheila Edmondson, City Secretary
Form ROW-U-35
(Rev.10/20)
Page 1
STANDARD UTILITY AGREEMENT
U Number: N/A Utility ID: 000014203
District: San Antonio County: Comal
Federal Project No.: NH 1702(809) Highway: IH 35
ROW CSJ: 0016-05-116 From: Guadalupe/Comal County Line
Highway Project Letting Date: 9/1/2026 To: FM 1103
This Agreement by and between the State of Texas, acting by and through the Texas Transportation Commission,
("State"), and City of Schertz, ("Utility"), acting by and through its duly authorized representative, shall be effective
on the date of approval and execution by and on behalf of the State.
WHEREAS, the State has deemed it necessary to make certain highway improvements as designated by the State
and approved by the Federal Highway Administration within the limits of the highway as indicated above (the
"Highway Project");
WHEREAS, the proposed Highway Project will necessitate the adjustment, removal, and/or relocation of certain
facilities of the Utility as indicated in the following statement of work: Due to conflicts with the proposed 135 NEX
Northbound Frontage Road paving, grading, and drainage improvements between centerline Sta. 1101+00 and
Sta. 1105+00, the City of Schertz proposes to abandon their existing Riata Lift Station, portions of their existing 8-
Inch Gravity Sewer Main, and portions of their existing 6-Inch Sewer Forcemain that are within the proposed TxDOT
Right -of -Way. The existing City of Schertz utility infrastructure is currently located outside of the existing TxDOT
Right -of -Way, within City of Schertz easement. The existing longitudinal utility improvements, the gravity sewer
main and force main, total approximately 745 linear feet in length. The City of Schertz proposes to replace the
existing lift station, gravity sewer main, and force main to be located outside of the proposed TxDOT Right -of -Way,
within City of Schertz easement aquired for this project; and more specifically as shown in the Utility's plans,
specifications and estimated costs, which are attached hereto as Attachment "A".
WHEREAS, the State will participate in the costs of the adjustment, removal, and relocation of certain facilities to
the extent as may be eligible for State and/or Federal participation.
WHEREAS, the State, upon receipt of evidence it deems sufficient, acknowledges the Utility's interest in certain
lands and facilities that entitle it to reimbursement for the adjustment, removal, and relocation of certain of its
facilities located upon the lands as indicated in the statement of work above.
NOW, THEREFORE, BE IT AGREED:
The State will pay to the Utility the costs incurred in adjustment, removal, and relocation of the Utility's facilities
up to the amount said costs may be eligible for State participation.
All conduct under this agreement, including but not limited to the adjustment, removal, and relocation of the facility,
the development and reimbursement of costs, any environmental requirements, and retention of records will be in
accordance with all applicable federal and state laws, rules and regulations, including, without limitation, the Federal
Uniform Relocation Assistance and Real Property Acquisition Policies Act, 42 U.S.C. §§ 4601, et seq., the National
Environmental Policy Act, 42 U.S.C. §§ 4321, et seq., the Buy America provisions of 23 U.S.C. § 313 and 23 CFR
635.410, as amended, Texas Transportation Code § 223.045, the Utility Relocations, Adjustments, and
Reimbursements provisions of 23 CFR 645, Subpart A, and the Utility Accommodation provisions of 23 CFR 645,
Subpart B.
Initial Date Initial Date
TxDOT Utility
Forth ROVV-U-35
(Rev. 10120)
Page 2
The Utility shall supply, upon request by the State, proof of compliance with the aforementioned laws, rules,
regulations, and guidelines prior to the commencement of the adjustment, removal, and relocation of the facility.
The Utility shall not commence any physical work, including without limitation site preparation, on the State's right
of way or future right of way, until TxDOT provides the Utility with written authorization to proceed with the physical
work upon TxDOT's completion and clearance of its environmental review of the Highway Project. Any such work
by the Utility prior to TxDOT's written authorization to proceed will not be eligible for reimbursement and the Utility
is responsible for entering any property within the proposed limits of the Highway Project that has not yet been
acquired by TxDOT. This written authorization to proceed with the physical work is in addition to the authorization
to commence work outlined below. Notwithstanding the foregoing, the provisions of this paragraph are required
only when TxDOT has not obtained completion and clearance of its environmental review of the Highway Project
prior to the execution of this Agreement by the State and the Utility.
The Utility shall comply with the Buy America provisions of 23 U.S.C. § 313, 23 CFR 635.410, as amended, and
the Steel and Iron Preference provisions of Texas Transportation Code § 223.045 and, when products that are
composed predominately of steel and/or iron are incorporated into the permanent installation of the utility facility,
use domestically manufactured products. TxDOT Form 1818 (Material Statement), along with all required
attachments, must be submitted, prior to the commencement of the adjustment, removal, and relocation of the
facility, as evidence of compliance with the aforementioned provisions. Failure to submit the required documentation
or to comply with the Buy America, and Steel and Iron Preference requirements shall result in: (1) the Utility
becoming ineligible to receive any contract or subcontract made with funds authorized under the Intermodal Surface
Transportation Efficiency Act of 1991; (2) the State withholding reimbursement for the costs incurred by the Utility
in the adjustment, removal, and relocation of the Utility's facilities; and (3) removal and replacement of the non-
compliant products.
The Utility agrees to develop relocation or adjustment costs by accumulating actual direct and related indirect costs
in accordance with a work order accounting procedure prescribed by the State, or may, with the State's approval,
accumulate actual direct and related indirect costs in accordance with an established accounting procedure
developed by the Utility. Bills for work hereunder are to be submitted to the State not later than one (1) year after
completion of the work. Failure to submit the request for final payment, in addition to all supporting documentation,
within one (1) year after completion of the work may result in forfeiture of payment for said work.
When requested, the State will make intermediate payments at not less than monthly intervals to the Utility when
properly billed. Such payments will not exceed 90 percent (90%) of the eligible cost as shown in each such billing.
Intermediate payments shall not be construed as final payment for any items included in the intermediate payment.
The State will, upon satisfactory completion of the adjustment, removal, and/or relocation and upon receipt of final
billing prepared in an approved form and manner and accounting for any intermediate payments, make payment in
the amount of 90 percent (90%) of the eligible costs as shown in the final billing prior to audit and after such audit
shall make an additional final payment totaling the reimbursement amount found eligible for State reimbursement.
Alternatively, the State agrees to pay the Utility an agreed lump sum of $ N/A as supported by the attached
estimated costs. The State will, upon satisfactory completion of the adjustments, removals, and relocations and
upon receipt of a final billing, make payment to the Utility in the agreed amount.
Upon execution of this agreement by both parties hereto, the State will, by written notice, authorize the Utility to
perform such work diligently and to conclude said adjustment, removal, and relocation by the stated completion
date which is attached hereto in Attachment "C". The completion date shall be extended for delays caused by
events outside the Utility's control, including an event of Force Majeure, which shall include a strike, war or act of
war (whether an actual declaration of war is made or not), insurrection, riot, act of public enemy, accident, fire, flood
or other act of God, sabotage, or other events, interference by the State or any other party with the Utility's ability
to proceed with the work, or any other event in which the Utility has exercised all due care in the prevention thereof
so that the causes of other events are beyond the control and without the fault or negligence of the Utility.
This agreement in its entirety consists of the following elements:
Initial Date Initial Date
TxDOT Utility
Form ROW-U-35
(Rev. 10/20)
Page 3
Standard Utility Agreement — ROW-U-35;
• Plans, Specifications, and Estimated Costs (Attachment "A");
• Accounting Method (Attachment "B");
• Schedule of Work (Attachment "C");
• Statement Covering Contract Work — ROW-U-48 (Attachment "D");
• Utility Joint Use Agreement — ROW-U-JUA and/or Utility Installation Request — Form 1082 (Attachment
" E°);
• Eligibility Ratio (Attachment "F");
• Betterment Calculation and Estimate (Attachment "G"); and
• Proof of Property Interest — ROW-U-Affidavit (Attachment "H").
All attachments are included herein as if fully set forth. In the event it is determined that a substantial change from
the statement of work contained in this agreement is required, reimbursement therefore shall be limited to costs
covered by a modification or amendment of this agreement or a written change or extra work order approved by the
State and the Utility.
This agreement is subject to cancellation by the State at any time up to the date that work under this agreement
has been authorized, and such cancellation will not create any liability on the part of the State. However, the State
will review and reimburse the Utility for eligible costs incurred by the Utility in preparation of this Agreement.
The State Auditor may conduct an audit or investigation of any entity receiving funds from the State directly under
this contract or indirectly through a subcontract under this contract. Acceptance of funds directly under this contract
or indirectly through a subcontract under this contract acts as acceptance of the authority of the State Auditor, under
the direction of the Legislative Audit Committee, to conduct an audit or investigation in connection with those funds.
An entity that is the subject of an audit or investigation must provide the state auditor with access to any information
the state auditor considers relevant to the investigation or audit.
The Utility by execution of this agreement does not waive any of the rights that the Utility may have within the
limits of the law.
It is expressly understood that the Utility conducts the adjustment, removal, and relocation at its own risk, and that
the State makes no warranties or representations regarding the existence or location of utilities currently within its
right of way.
Initial Date Initial Date
TxDOT Utility
Forth ROW-U-35
(Rev. 10/20)
Page 4
The signatories to this agreement warrant that each has the authority to enter into this agreement on behalf of the
party represented.
UTILITY
Utility: City of Schertz
Name of Utility
By'
Authorized Signature
Steve Williams, ICMA-CM, MPA, CGFO
Print or Type Name
Title: City Manager
Date:
Initial Date Initial Date
TxDOT Utility
EXECUTION RECOMMENDED:
Director of TP&D (or designee), San Antonio District
THE STATE OF TEXAS
Executed and approved for the Texas
Transportation Commission for the purpose
and effect of activating and/or carrying out the
orders, established policies or work programs
heretofore approved and authorized by the
Texas Transportation Commission.
By:
Date:
District Engineer (or designee)
Form ROW-U-35
(Rev. 10/20)
Page 5
Attachment "A"
Plans, Specifications, and Estimated Costs
All material items within cost estimate that must meet Buy America or Steel and Iron
Preference Provision requirements must be indicated with an asterisk (*).
❑ Currently, we do not have Buy America required materials planned for this project. In
the event that Buy America compliant materials are used during construction on this
project, compliance documentation will be provided.
❑ There are non -domestic iron and steel materials in this project that fall under the De
Minimus equation. Calculation showing the total cost does not exceed one -tenth of one
percent (0.1 %) of the individual utility agreement amount or $2,500.00, whichever is
greater is required.
® We understand the Buy America Compliance Requirements and will supply the required
documentation to TxDOT indicating compliance with this provision. The following
documents will be supplied prior to installation of the materials:
1) Form 1818 - Material Statement
2) Material Test Reports or Certifications
Initial Date Initial Date
TxDOT Utility
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Forth ROW-U-35
(Rev. 10/20)
Page 6
Attachment "B"
Accounting Method
® Actual Cost Method of Accounting
The utility accumulates cost under a work order accounting procedure prescribed by the
Federal or State regulatory body and proposes to request reimbursement for actual
direct and related indirect costs.
❑ Lump Sum Method of Accounting
Utility proposed to request reimbursement based on an agreed lump sum amount
supported by a detailed cost analysis.
Initial Date Initial Date
TxDOT Utility
Riata Lift Station - City of Schertz
Lift Station and Off -Site Utilities Relocation Project
14mil
• •..•.
'I
Preliminary 100% Opinion of Probable Proiect Costs
Name and Phase:
Date: 2123/23
Bid Item J Bid Item Description
j Quantity Unit J
Unit Price
Total Cost
General
1 MOBILIZATION BONDS & INSURANCE
1
EA
$ 175.000.00
1 $ 175,000.00
Subtotal General:
$ 175 000.00
Erosion and Sedimentation Controls
1
SILT FENCE
660
LF
$ 3.50
$ 2,310.00
2
_............................................_......................................._..._.....................................................................,....,...............,.........................................................,._.........._.............._.._
STABILIZED CONSTRUCTION ENTRANCE/EXIT
1
EA
$ 2,500.00
$ 2,500.00
................................................................................................................................................................................................................................_............................................
TREE PROTECTION FENCING 11 TOTAL TREES
....................._.........................................................................................._..............................
245
LF
$ 5.00
$ 1,225.00
.......... .. '2' 5 06
_.._........_.._._,...._._3 ............._....._._..........._..........._............._................._........................................_........_.........._._...._._...........)................,.._.._........_.........__.....................,.._..........................,.......................
4
TREE REMOVAL
4
EA
$ 250.00
....
$ 1,000.00
5
SITE RESTORATION & REVEGETATION
4,675
SY
$ 4.00
$ 18 700.00
Subtotal Erosion and Sedimentation Controls
$ 25,735.00
Off -Site Utilities
1
SITE CLEARING &RIGHT-OF-WAY PREPARATION
0.74
AC
$ 10,000.00
$ 7,400.00
2
TRENCH & EXCAVATION SAFETY PLAN AND IMPLEMENTATION
5..._............................_.,.....,..............._................_...........)............_.,._............
760
LF
$ 45.00
$ 34,200.00
...........................................................................,......................._..........................................................
3
6" PVC C900 DR 14 FORCE MAIN PIPING
360
..........................
LF
... ..... ..................................
$ 110.00
...... ...... _............ .................
$ 39,600.00
_._......._........_............_._............................................._...................._............_,..._......._,........_...._.................._...................................................................._............................................................
26 GRAVITY MAIN PIPING 8' - 25'
5...._......._._.)........_.........._....._.__......................_........__,........................._..............................
400
LF_
$ 200.00
$ 80.000.00
........................................,,.....................................................
5
5' DIA. WW MANHOLE
1
.............................0...,............................_.....00.........
EA
$ 8,500.00
$ 8,500.00
6
5' DIA. DOGHOUSE MANHOLE
1
EA
$ 25,000.00
$ 25,000.00
......................................................................__._..................,_..._......._._..._......._.�......................_.._............_......._...................I.....__.........._..........._,
SMARTCOVER SYSTEM...VML!2LE A-2L..............
1
EA
._..............................................._...._............................._......
12 000.00
,$.............................................$..................s......_..........
12 000.00
........................ ........................
8
—._,.........._...,,...,._....,...............................................................................
EXTRA DEPTH MANHOLE
20
VF
$ 350.00
$ 7,000.00
9
DUCTILE IRON FITTINGS
0.5
TON
$ 25,000.OD
$ 12,500.00
.....
.0 ...............................
......................................a...._...................._...._........................................_..............,...............,,......,,._......_..„._..._........................._............................._........................................._................
CONNECT TO EX. GRAVITY ....................................,_._,.............................._._...—..._.....__...-...........
_.—..._........................_............................._............................._.........._......_........_..
........................,_,........
1.1.............._...-......
.
CONNECT TO EX. FORCE MAIN
1
EA
$ 2,SOO.OD
$ 2,500.00
...._................._..............._._._........................._....,..................................................-........_.,......_._FN.............RAVITY
12
ABANDONMENT IN PLACE O E G MAIN AND MANHOLES....,_...._..................._..._,........._......1..........�....................20
$ 000.00...............20
....................,..............._............................_.........................
000..a.....
$ 0
13
ABANDONMENT AND REMOVAL OF EX..FORCE MAIN_.............,............................_......._....................................,_......._...................._
1
EA
$ 25,000.00
$ .00
14
ASPHALT PAVEMENT REPAIR INCL. CURB &GUTTER
106
SY
$ 250„00
......
$ 26,500.00
..........
1515
................... ............................�......,...... _ ......................................................... .....
BYPASS PUMPING PLAN AND IMPLEMENTATION TOTAL PROJECT
�_ �...,..
._
1
EA
$ ,25,000:00
$ ;00
......................
16
................................ _ ............... ...,............... .. . .
DEWATERING PLAN &IMPLEMENTATION
_ _
1
-..........................,............................................_.
EA
$ 7,500.00
.....
$ 7,500.00
_......_._._._...._....._..............._.
...._....._..............1.7.................................
MATERIAL TESTING ._...................__.............._._. _..__._..._—..._....__.,__,_..._...._........................................._..
1
EA
$ 5,000.00
$ 5,000.00
Subtotal Off -Site Utilities: $ 346,700.00
Lift Station
1
SITE CLEARING &RIGHT-OF-WAY PREPARATION
0.42
,.,.,...,.,...,..,.......,
AC
..............................................................,._,
$ 10,000.00
$ 4,200.00
....,...........,,,.........,
..,................................................................,....._..............,.........,...
LIFT STATION
E WELL EXCAVATION SAFETY (PLAN AND
1
EA
$ 100,000.00
$ 100,000.00
2
_........._..................._............
... ................. ........ ......... .....
....... _..
................................_.._................_............_.................................._......._.....................)................._...........
3
... _._.._._.._.....................__.................._.....—....._._..,._........_._..._................__..............
LIFT STATION SITE PIPING"
1
EA
$ 35,000.00
.... ..... .... ............. ..........
$ 35,000.00
....,.............................................................
4
........... ......... ..................._......._..._..._......._.............._.._........._...._....._._......._...._.........__._._......................_.._......_......................................................................................_............._........_._........
6" PLUG VALVE W/HAND WHEEL'
2
EA .........$........-•5,000.......
$ 3,750.00
$ 7,500.00
5.....................................s„CHECK
VALVE*................................................._,_......_._................__,............__.................-......................_.....,_..........._...................3........
.._......15,000.00
.....,..,,,,.....,,.......,,,.,
6
.,....,....,.........................................._,....................._......_.._._......................._....__......._......................................_...._..._.......
6" PLUG VALVE W/BOX'
2
_...................._...........-........................
EA
.... _..
$ 3,500.00
....... ..,...._..........._..-....._....
$ 7,000.00
_..... ...... _......................._........_.,..........._.._....................................................._._.,....................................................._....._......................_......._.............................._.....................................
7
6 EMERGENCY BY- PASS INCLUDING CONCRETE EQUIPMENT PAD'
__.........._......................._.....................,...._......................,.............._._.._....._....,.............
1
EA
$ 12,500.00
$ 12,500.00
...................._....................,.....,........._...........................................................-........._....,_..........,...................................................._....................................................................._.................._........._......
8
COMBINATION AIRIVACUUM RELEASE VALVE'
_..............................._.,......,_......._................._......................................._.........._...._...................
1
EA
$ 4,500.00
$ 4,500.00
,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,_....,......._._..,..........._,......................
9
DUCTILE IRON FITTINGS_
,...... .....,......
........ ........ ... ...................... ...........,.......................................
10
......
SUBMERSIBLE PUMP'
2
EA
$ 115,000.oD
$ 230,000.00
...................................................................................................._........_.........................................
11
_._..................._..._.........__..............,._......................................._._.....,_..,............,..........,................_,........................................,.....,.....,............,...,,...............................
12 DIA. PRECAST CONCRETE WET WELL 20.5 DEPTH
1
........ _.............._...._..,......................._
EA
$ 425,000.00
............................._...................._._._..........
$ 425,000.00
e................_
.........._..................,......................................._.............................................._......................................._.._......._............._....................._..............._........................._........_.._._......_,........
12
PRE -CAST CONCRETE VALVE VAULT
1
EA
$ 35,000.00
$ 35,000.00
......................................................................................................................................................................................._...............
13
_.._........................_.................._....._........................................................._......................
LIFT STATION APPURTENANCES ...........,....,._......_.........,
1
EA
...,......,.......,...........,......,.._................_.,......................_..............._...........
.......................,.....,.,...............,.........,...,.....,......,.,.,..,
$ 150,000.00
$ 150,000.00
.................._......................,._........................................_............................................................................._.........._.................._........_..............._...............................................................................
EX. LIFT STATION ABANDONMENT (INCLUDING SITE, PAVEMENT, WET
WELL, ELECTRICAL, AND ALL APPURTENANCES DETAILED ON THE DEMO
1
EA
$ 95,000.00
$ 95,000.00
14
.... ,........
..............................._..SHEETS).......
15
....... _._................ ...... ........ _...... ....... .... ,..____...... .._..... .... ................... _.._.... _......... _...... _........ ......... ..... ._............
PIPE BOLLARD"
..... _...... ............ ....
14
.......... .......
EA
...... ...... ............. .._
$ 1,350.00
"I...................50.00..
.... _............. ...................... .....
$ 18,900.00
_$..........41,300.00.
1fi............,.....................
ASPHALT PAVEMENT,.........,.._,.....,.............._........................................,.,..............................................,......._............_........,................
826.........SY....
........
...... ..... ,...... ,..... .... ................_................................_............
1....._....._...................
.............................................................................._........._ _._.. _._.,.............._....._......................................................................................._.......
FLUSH CURB
_..._.,...............
664
11,620.00
18
WEED PROTECTION AND ROCK AROUND SITE
1,205
SY
$ 25.00
$ 30,125.00
.................................................................................................,.....,....,,..........................
19
............................. ........................... ......... ... ................. ..
SITE WATER SERVICE'
1..
...... EA.......$
.. ... .........5,500.00..
....... ..._............... ... 0...........
.00
20............. .........
SECURITY FENCING......... _...._...._..._......._.
447
LE
$ 75.00
$ 33,525.00
21....._.
SECURITY GATE"
2
EA
$ 4,000.00
$ 8,000.00
22
DEWATERING PLAN & IMPLEMENTATION
1
-......_.......................,....................._..........._..................................._..._._............_........................
EA
$ 35,000.00
$ 35,000 000
..................._.........................._..............................................................................................._...................................._._.._._...........................................__...................._........_..............................._..._.......
23
MATERIAL TESTING
1
EA
$ 5,000.00
$ 5,000.00
............................24
HYDROSTATIC TEST._.,.............................._._.._..__........................................_..............._._.................................._,.,....,..,
.........,.....,..........._'........EA....................,...............,........,..
$ 7,500.00
,...,,,,.,,.........,,......",,.,_
$ 7,500.00
........ .....................................................-
25
................................. ............................... ....................... ,._.................... ,.... ............ ...... ............................................._............_....._.............. _.... ..... ,....... ...
DEMONSTRATION TESTING
.......... _._....._..............
1
._................_......
EA
.... ..... _._............ ..... _...
$ 10,000.00
........... _._.................................
$ 10,000.00
26
ELECTRICAL SHELTER INCLUDING CONCRETE FOUNDATION'
1
EA
$ 45,000.00
$ 45,000.00
.......... ....................,._.......................................................-...................._..................,_................_...................................._........................................................................
27
_................_...._._,..........._....._,.,...._......................................._............................................_............._..................._._.......
ELECTRICAL, INSTRUMENTATION & CONTROLS, & SITE LIGHTING'
1
EA
$ 265,000.00
$ 265,000.00
28
SCADA TOWER INCLUDING FOUNDATION
............................................................................................_..........._......................_...........,......,._................_
..............................................................._...................._..............................................
$ 25,000.00
$ 25,OOD.00
29
EMERGENCY GENERATOR INCLUDING CONCRETE FOUNDATION'
1
EA
$ 135,000.00
$ 135,000.00
Page 1
SCIHIIHRUFZ�
Riata Lift Station - City of Schertz
CO
Lift Station and Off -Site Utilities Relocation Project
OPPORTUNITY
Preliminary 100% Opinion of Probable Pro
ect Costs
Project Name and Phase :
Riata Lift
1 ...........
Owner: .......................................
6i of Sch.....
.-e it ................ . ........... . ............................................... . ............. . .......... . . . .. . ...... . ..................... . ... . ............. . ....
Epqlne!erinafim: ........ .............
.. Y ,f��q .. . ............. . ................................ ...... .............. ..... ....... .... I .... . .......... I .............
.. Util En ineerin ..Gro 1p
... . ............ 9 . ......... y
Project ..........................
8039-01 ........................................ ................... ........... . .......... . ...... . ................ . ................................................ . ... . ......................
Wastewater ............. . ... ...
.Sewer EPLIA: ........................ . ......... . ... . ... . ....... ....... . ........ . ..... I ....................................
Date:
2123123
Prepared By:
David Kneuper
Bid Item
I Bid Item DescripNon
Quantity
I Unit
I Unit Price I Total Cost
CONSTRUCTION COST TOTAL:
$ 2,389,605.00
Professional Services
7,..030.0
......0
................
ect . ...........................
......................
................
22,940,00l
........ . ...... -2 ........................
.Manager..........................._............._.......... .......................................... . ..... ..............
UEG -Graduate
UEG .......... ....
. ........2?. ....
HR
..... . ...........
$ 100.00
. . .......... . .. . .......................
00
$ 22.400.....
.......... .........4
.... . ................
.. ..... ........... ..................
.... .. . .i...........neer... . ........ ................................. .... . ..... .................................... . ........................ -
....
..............
.1*..4..4...
....HR
$....................8...&....0...0.....
.$.........1...2...,.2...4..0....0...0....
........ . .... . ..................... ....... ... .... ......
.................. .......................................................................................*....... ...........
UEG-Administrative
12
HR
$ 55,00
$ 660.00
..................... ...............................
i*'*'**""'""'*".............................................................................................................................................................................................................................................
..
Sub-Consultantr ng...................................................................................................................
............
.........
.... ....................................
. ........ . ..... ....................................... ....
......................... Ig
dR ...
$ 250.00
........ . . . .. . ...................... .
10,500.00
... . . .. ............ ..
8
........ . ... . ............... . .................. .
Sub -Consultant -:qqRt�qhnical Engineering
..39.5
H
130.00
$ 5,135.00
... . . . .
..
.... ... .. .
............ I ...................
..
Sub-Consultant'q��y�!yl�!.��gine .... ........ ...................................... ...
27.5
I. ....................... ......
_Hl�
... .....
.............
...
.. .. 500.00
$ 5,
. ... . .......... . .................. . ...................
10
...................... . ................ ..... ........ ........ . ... I ..... ..........................
ROW
.. . ..................... 52 .
..... H!
150.001
......... . ..... I ....... . . ... .............................
11
. . . ..................................................... . ....... . .. . ................ . ........... . ................................
Sub -Consultant - Environmental
110
HR
$ 139.00
$ 15_290.00
Subtotal Professional Services:
$ 129,795.00
PERMANENT UTILITYIACCESSISITE EASEMENT.......... . . ................... . ... . ...............
39,730.0
SF
$ 6.50
258 245.00
. ............................. ....... . ...................................... ..............
TEMPORARY CONSTRUCTION EASEMENT
$ 14,034.80
TOTAL PROJECT
$2,791,679.80
This Preliminary Opinion of Probable Cast is based on Utility Engineering Group's (UEG) experience and Qualifications, and represents LIEG's bestjudgment.
However, since UEG has no
control over the cost of labor, materials, equipment, inflation and/or services provided by others, UEG does not guarantee that the actual construction
cost will not vary from this
Preliminary Opinion ol'Probable Cost
*AJI material items that must meet Buy America or Steel and Iron Preference Provision requirements are inaicalea wim an astenSK (-)
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96676d
Page 2
Form ROW-U-35
(Rev. 10/20)
Page 7
Attachment "C"
Schedule of Work
Estimated Start Date: July 10, 2023, (subject to physical work restrictions prior to the
issuance of environmental clearance as required by the provisions of this agreement)
Estimated Duration (days): 420
Estimated Completion Date: September 2, 2024
Initial Date Initial Date
TxDOT Utility
Form ROW-U-35
(Rev. 10120)
Page 8
Attachment "D"
Statement Covering Contract Work
(ROW—U-48)
(ROW—U-48-1, if applicable)
Construction Contract:
❑ Utility performing with their own forces (timesheets will be required at the time of billing).
® Utility will use outside forces to perform the adjustment, complete attached ROW-U-48
or ROW-U-48-1 (joint bid).
Engineering Contract:
❑ Utility performing with their own forces (timesheets will be required at the time of billing).
® Utility will use consultant contract (continuing contract rate sheets or fee schedule will
be required).
❑ TxDOT will procure utility consultant.
Initial Date Initial Date
TxDOT utility
ROW CSJ Number: 0016-05-116
County: Comal
Federal Project No.: NH 1720(809)
I, Steve Williams
City of Schertz
U-Number: 000014203
District: San Antonio
Highway No.: IH 35
, a duly authorized and qualified representative of
, hereinafter referred to as Owner, am fully cognizant of the
facts and make the following statements in respect to work which will or may be done on a contract basis as it appears in the
estimate to which this statement is attached.
It is more economical and/or expedient for Owner to contract this adjustment, or Owner is not adequately staffed or equipped
to perform the necessary work on this project with its own forces to the extent as indicate on the estimate.
Procedure to be Used in Contracting Work
® A. Solicitation for bids is to be accomplished through open advertising and contract is to be awarded to the lowest
qualified bidder who submits a proposal in conformity with the requirements and specifications for the work to be
performed. Associated bid tabulations will be provided to the State.
B. Solicitation for bids is to be accomplished by circulating to a list of pre -qualified contractors or known qualified
contractors and such contract is to be awarded to the lowest qualified bidder who submits a proposal in conformity
with the requirements and specifications for the work to be performed. Associated bid tabulations will be provided to
the State. Such presently known contractors are listed below:
2.
3.
4.
5.
C. The work is to be performed under an existing continuing contract under which certain work is regularly performed
for Owner and under which the lowest available costs are developed. The existing continuing contract will be made
available to the State for review at a location mutually acceptable to the Owner and the State. If only part of the
contract work is to be done under an existing contract, give detailed information by attachment hereto.
D The utility proposes to contract outside the foregoing requirements and therefore evidence in support of its proposal
is attached to the estimate in order to obtain the concurrence of the State, and the Federal Highway Administration
Division Engineer where applicable, prior to taking action thereon (approval of the agreement shall be considered as
approval of such proposal).
E. The utility plans and specifications, with the consent of the State, will be included in the construction contract
awarded by the State. In the best interest of both the State and the Owner, the Owner requests the State to include
the plans and specifications for this work in the general contract for construction of Highway
in this area, so that the work can be coordinated with the other construction operations; and the construction
contract is to be awarded by the State to the lowest qualified bidder who submits a proposal in conformity with the
requirements and specifications for the work to be performed. If this option is chosen, attach form ROW-U-48-1, the
terms of which are incorporated herein by reference.
Signature
City Manager
Title
Date
* 48*
Form ROW-U-35
(Rev. 10120)
Page 9
Attachment "E"
Utility Joint Use Agreement — (ROW-U-JUA) and/or
Utility Installation Request — (Form 1082)
■❑
►1
Initial Date
TxDOT
Utility Joint Use Agreement (ROW—U—JUA)
Utility Installation Review/Permit Number:
Initial Date
Utility
Forth ROW-U-35
(Rev. 10/20)
Page 10
Attachment "F"
Eligibility Ratio
Eligibility Ratio established: %
❑ Non -interstate Highway (Calculations attached)
® Interstate Highway
ROW Utility Manual Chapter 8, Section 2
In developing the ratio, line length or number of poles is restricted to facilities located
within the existing and proposed highway right of way. Facilities located outside the
existing and proposed right of way limits will not be used in developing the ratio.
Please see example of eligibility ratio calculations below.
Plan Sheet or
Page#
1
2
3
4
Totals
In Easement
(Eligible)
Existing # of Poles
or LF
0
84
90
238
412
In Public ROW
(Ineligible)
Existing # of Poles
or LF
0
22
385
96
503
Total Existing # of Poles or LF (Eligible)
412
Total Existing # of Poles or LF (Ineligible)
503
Total Existing # of Poles or LF
915
Total Existing # of Poles or LF (Eligible)
divided by the Total Existing # of Poles or LF
45.03%
Initial Date Initial Date
TxDOT Utility
Form ROW-U-35
(Rev. 10/20)
Page 11
Attachment "G"
Betterment Calculation and Estimate
❑ Elective Betterment Ratio established: %
(Calculation attached and justification below)
❑ Forced Betterment
(Provide supporting documentation)
® Not Applicable
Elective betterment justification statement:
Initial Date Initial Date
TxDOT Utility
Forth ROW-U-35
(Rev. 10120)
Page 12
Attachment "H"
Proof of Property Interest
❑ Supporting documentation of compensable property interest that establishes
reimbursement eligibility as referenced in Texas Transportation Code §203.092.
❑ Property interest documented through applicable affidavits and required
attachments.
❑ ROW-U-Affidavit
® The roadway improvement project is designated as an Interstate Highway project;
therefore, no supporting documentation of compensable interest is required.
Initial Date Initial Date
TxDOT Utility