Ordinance No. 15,834 ORDINANCE NO. 15,834
AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF BAYTOWN,
TEXAS, AUTHORIZING CHANGE ORDER NO. 2 TO THE GARTH ROAD
RECONSTRUCTION-WATER/WASTEWATER PHASE A & B UTILITY
RELOCATION PROJECT WITH SEQUEIRA CIVIL CONSTRUCTION LLC,
PROVIDING SEQUEIRA CIVIL CONSTRUCTION, L.L.C. WITH
APPROXIMATELY TWO HUNDRED FIFTEEN (215) EXTRA DAYS TO
COMPLETE THE PROJECT AND APPROVING A CREDIT TO THE PROJECT
IN AN AMOUNT OF SEVEN HUNDRED SEVENTEEN AND 21/100
DOLLARS ($717.21); AND PROVIDING FOR THE EFFECTIVE DATE
THEREOF.
******************************************************************************
BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF BAYTOWN, TEXAS:
Section 1: That the City Council does hereby authorize Change Order No. 2 to the Garth
Road Reconstruction-Water Wastewater Phase A & B Utility Relocation Project with Sequeira
Civil Construction LLC, providing Sequeira Civil Construction, L.L.C. with approximately two
hundred fifteen (215) extra days to complete the project and approving a credit to the project in an
amount of SEVEN HUNDRED SEVENTEEN AND 21.100 DOLLARS ($717.21). A copy of
said change order is attached hereto, marked Exhibit "A" and made a part hereof for all intents and
purposes.
Section 2: This ordinance shall take effect immediately from and after its passage by the
City Council of the City of Baytown.
INTRODUCED, READ and PASSED by the affirmative vote of the City Council of the
City of Baytown this the 131h day of June, 2024.
r1�
NDON CAPETILL , Mayor
TEST: �G�6p,YTfD("i�d��
o
ANGEL JACKSON, -i Clezfc'�` o�,co
APPROVED AS FO ORM:
SCOTT LEM N , City Attorney
R Kristin Holmes Ordinances 2024 06.13.2024 CC Agenda Change Order 2.Garlh Road Reconstruc"on.Sequetra Construcnon.kh.docc
EXHIBIT "At, CITY OF BAYTOWN
PUBLIC WORKS & ENGINEERING
' 2123 Market St.
Baytown,Texas 77520
BAYTOWN CHANGE ORDER
Garth Road Reconstruction-Water/Wastewater Phase A & B Utility Relocation Project
Date of Issuance: 5/3/2024 Change Order No.: 2
Contractor: Sequeira Civil Construction CoB Project No.: RW1901
Designer: Kimley-Horn P.O. No.: 2314369
Explanation:
This change order encompasses the following:
Request for Information(RFI) 16-01 Identified utility conflict with AT&T line that required 269 LF of 18" PVC
wastewater pipe, by pipe bursting in lieu of open cut instatllation.
RFI 17-01 Identified a conflict with AT&T that required 15 LF of 8" PVC wastewater pipe, by other than open cut
installation.
RFI 20 Identified utility conflicts with CenterPoint gas line that required 662 LF of 21" HDPE wastewater pipe,
by pipe bursting in lieu of open cut installation.
Additional days requried(215 days)
Description of Work Cost Time
269 LF of 18" PVC wastewater pipe by pipe bursting.
1 15 LF of 8" PVC wastewater pipe by other than open cut.
662 LF of 21" HDPE wastewater pipe by pipe bursting. $ (717.21) 215 Days
$ - Days
Please attach back-up documentation
Cost& Time Change Summary Cost Time
Original Contract: $ 7,881,593.00 240 Days
Previous Change Order(s): $ 166,776.48 132 Days
Contract prior to this change order: $ 8,048,369.48 372 Days
Net increase (decrease) from this change order $ (717.21) 215 Days
Revised Contract: $ 8,047,652.27 587 Days
Percent increase(decrease)this Change Order 0.009%
Percent increase(decrease)all Change Orders 2.1%
RECOMMENDED: RECOMMENDED:
By: Date: Date: 05/24/2024
Design Engineer Frank Simoncaux,Jr, Director of Public Works&Engineering
ACCEPTED*: FINANCE APPROVAL:
By: Zade 5; awwc Date: 05/10/24 By Date:
Contractor Teresa McKenzie,Chief Financial Officer
REC MMEN ED: APPROVED:
By: Date: 05/16/2024 By Date:
Project Manager Jason E.Reynolds,City Manager
VERIFIED:
By: &A&MM Date: 5/17/24
Business A set Team Member
Construction I of 2 D 16 Revised 9 2023
*Contractor agrees to perform change(s)included in this Change Order for the price and time indicated. The prices for changes included all costs associated
with this Change Order.
No work is to be done until this change order is executed.No payment to the Contractor(or Consultant)shall be made for work included in the change order
until the Contractor's pay estimate is updated.
Revise the project plans and specifications as referenced and insofar as the original project drawings and specifications are inconsistent,this Change Order
governs.Upon execution by all panics,the following changes identified for clue contract value and/or contract time shown,are made part of the contract.
Construction 2 of 2 D 16 Revised 9/2023
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SEOUEIRA CIVIL CONSTRUCTION
Garth Road - R1FP#4
DATE 05/01/2024 PROJECT NUMBER:
PROJECT:
1 15 LF of 8" PVC wastewater pipe to be
installed via boring underneath the sample well as
required to make the connection to the
sanitary main as noted in RFI #017-01.
2 269 LF of 18" HDPE wastewater pipe to be
installed by pipe bursting as result of the response to
RFI #016-01.
General Contractor Cost
1 Labor $1,437.50
for 15 LF bore of 8"PVC
2 Equipment $730.00
for 15 LF bore of 8"PVC
3 Fuel $150.00
for 15 LF bore of 8"PVC
4 Subcontractor $120,229.00
R&A Road Boring for 15 LF of 8"PVC
$1,600.00 minimum charge
Aranda Industries for 269 LF of 18"pipe bursting
$441.00/LF=$118,629.00
5 Subtotal (sum of lines 1,2,3,4) $122,546.50
6 Subtotal General Contractor Cost $122,546.50
7 General Contractor Overhead (5%of line 6) $6,127.33
g Profit(10%of lines 6& 7) $12,867.38
9 Total Cost for General Contractor(sum lines 6,7&8)
Bond & Insurance(GC Only)
10 Cost of Insurance(%of line 9) 0% $0.00
11 Cost of Payment& Performance Bonds(%of line 9) 2% $2,830.82
12 Total cost of proposed C/O (sum lines 9,10&11)
Calendar Days Requested: Requested days are located in the document "Garth Rd-Additional Contract Time".
.ti f .i
REQUEST FOR PROPOSAL
REQUEST FOR PROPOSAL
1. PROJECT No.: RW-1901 2. RFP No.: 4
3. PROJECT NAME: Garth Road Reconstruction Water/Wastewater Phase A & B Utility Relocation
Project
4. CONTRACTOR: Sequeira Civil Construction
5. CONTRACT No. RW-1901
6. REFERENCE RFls:1016-01 and#017-01
7. Contractor is requested to furnish a price proposal for the work described below. Please complete, sign, and
return the proposal at your earliest convenience. Contractor is NOT authorized to perform this work until
receipt of a duly authorized Change Order or Work Change Directive.
ITEM NO. DESCRIPTION
1 Contractor is requested to provide a price proposal for 15 LF of 8" PVC wastewater pipe to be
installed via boring underneath the sample well as required to make the connection to the
sanitary main as noted in RFI#017-01, see attached plans.
2 Contractor is requested to provide a price proposal for 269 LF of 18" PVC wastewater pipe to be
installed by pipe bursting as result of the response to RFI #016-01 as shown on attached plans.
8. REQUESTED BY:
4/9/2024
Claude Marshall(Signature) DATE
END OF DOCUMENT
00932-1
02-01-2004
I CITY OF BAYTOWN
PUBLIC WORKS& ENGINEERING
(!!% 2123 Market Street
BMTOWN Baytown, Texas 77520
Request for Information
City of Baytown Project No: RW-1901 RFI Number: 16-01
Project Name: Garth Road Advanced Water:�Wastewater Package (Phase A/B)
Contractor: Sequeira Civil Construction LLC
Specification Number: N/A
Drawing Number: 2.16-2.19
Response Code: Critical = Routine Date Response Required: N/A
(within 10 working days of receipt)
Information Required:
There are (6) 4" AT&T conduit running in conflict with the proposed
sanitary from STA 181+30 to 189+60.
Contractor/CM Signature Title Date
Response:_ _
See attached plan sheet modifications.
City Project Manager Signature Date
Response to RFI does not authorize change in contract time and price. If the Contractor believes the response given requires an
adjustment in contract time or contract price,the contractor shall submit a timely proposal so as not to delay contractor's work m
accordance with the General Conditions. Article 7 Changes in the work.
(`-t--ti- I ..r I TIIA 0-;-A MIA
'I CITY OF BAYTOWN
PUBLIC WORKS& ENGINEERING
B' 2123 Market Street
BMTOWN Baytown, Texas 77520
Request for Information
City of Baytown Project No: RW-1901 RFI Number: 17-01
Project Name: Garth Road Advanced Water/Wastewater Package (Phase A/B)
Contractor: Sequeira Civil Construction LLC
Specification Number: N/A
Drawing Number: _ 2.16-2.17
Response Code: Critical :1 Routine Date Response Required: N/A
(within 10 working days of receipt)
Information Required:
Moving the manhole 15' to the South alleviates the main issue, however, the sample well will
still be in conflict with the 8" service which needs to be connected on the West side of the
manhole.
Contractor/CM Signature Title Date
Response: _
Contractor to bore underneath the sample well as required to connect the existing lateral.
City Project Manager Signature Date
Response to RFI does not authorize change in contract time and price. If the Contractor believes the response given requires an
adjustment in contract time or contract price,the contractor shall submit a timely proposal so as not to delay contractor's work in
accordance with the General Conditions. Article 7 Changes in the work.
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REQUEST FOR PROPOSAL
REQUEST FOR PROPOSAL
1. PROJECT No.: RW-1901 2. RFP No.: 3
3. PROJECT NAME: Garth Road Reconstruction Water/Wastewater Phase A & B Utility Relocation
Project
4. CONTRACTOR: Sequeira Civil Construction
5. CONTRACT No. RW-1901
6. REFERENCE RFls: 1011-01
7. Contractor is requested to furnish a price proposal for the work described below. Please complete, sign, and
return the proposal at your earliest convenience. Contractor is NOT authorized to perform this work until
receipt of a duly authorized Change Order or Work Change Directive.
ITEM NO. DESCRIPTION
1 Contractor is requested to provide a price proposal for the installation of 662 LF of 21" HDPE
Wastewater Pipe via Pipe Bursting in lieu of Open Cut installation as noted in RFI #020, see
attached.
8. REQUESTED BY:
Q, Q 3/14/2024
Claude Marshall(Signature) DATE
END OF DOCUMENT
00932-1
02-01-2004
I{
I CITY OF BAYTOWN
PUBLIC WORKS& ENGINEERING
2123 Market Street
BAYTOWN Baytown, Texas 77520
Request for Information
City of Baytown Project No: RW-1901 RFI Number: 20
Project Name: Garth Road Advanced Water/Wastewater Package (Phase A/B)
Contractor: Sequeira Civil Construction LLC
Specification Number: N/A
Drawing Number: 2.05-2.07
Response Code: ❑ Critical Routine Date Response Required: N/A
(within 10 working days of receipt)
Information Required:
See attached transmittal letter.
Contractor/CM Signature Title Date
Response:
The proposed sanitary will be pipe burst from AB WW STA 2 94.85 to AB WW
STA 9 56.43. The 42" steel casing will no longer be installed. See the attached
plan sheet updates.
�2-;I-_
City Project Manager Signature Date 3/11/2024
Response to RFI does not authorize change in contract time and price. If the Contractor believes the response given requires an
adjustment in contract time or contract price,the contractor shall submit a timely proposal so as not to delay contractor's work in
accordance with the General Conditions. Article 7 Changes in the work.
f nnct--t.nn I ..t 1 rI I A D..;—A IMI
RFI Transmittal
HUITT
HZ , ZOLLARS
Huitt-Zollars, Inc. 1 10350 Richmond Avenue Suite 300 Houston TX 77042-4248 United States
PROJECT: City of Baytown Garth Rd DATE SENT: 3/11/2024
Reconstruction
R316476.01 RETURN BY: 3/18/2024
SUBJECT: 020 - Sanitary Pipe Bursting RFI ID: 020
TYPE: RFI TRANSMITTAL ID: 00108
PURPOSE: To Answer VIA: Info Exchange
QUESTION: Per the meeting on 3/7, the design engineer is to provide a
recommendation on which sections of sanitary can be installed via pipe
bursting. Please utilize this RFI for the official response.
SUGGESTION:
FROM
NAME COMPANY EMAIL PHONE
Claude Marshall Huitt-Zollars, Inc. cmarshall@huitt- 281.496.0066
zollars.com
COMPANY
Tyler Barrows Tyler.Barrows@kimley- 281-836-4372
horn.com
Stephen Kelly stephen.kelly@kimley- 346-888-3891
horn.com
COPIES
Danielle Cain
Martin Hernandez
Rafael Errisuriz
Page 1 of 1
WORK CHANGE DIRECTIVE (WCD)
BAYTOWN
City of Baytown
Date: 3/27/2024 Work Change Directive Number: 1
Garth Rd. Reconstruction
Project Name: Water/Wastewater-Phase A&B Project Number: RW-1901
Contractor: Sequeira Civil Construction P.O. Number: 2314369
Engineer: Kimley Horn
Contractor is hereby directed to immediately perform the following change(s)in the Work.
Accomplishment of the Work shall not be predicated upon prior agreement on Contract Sum and/or Contract Time changes,if any.
Work Change Directive signed by the Contractor indicates the Contractor's agreement therewith,including adjustment in Contract Sum and
/or Contract Time and such agreement shall be effective immediately and shall be recorded as a Change Order. Reference is also made to
the General Conditions and Supplementary Conditions of the Contract.
1. Scope of Proposed Work:
Per RFI #20 Response:
The proposed sanitary will be pipe burst from AB WW STA 2+94.85 to AB WW
STA 9+56.43.The 42" steel casinq will no Ion er be installed. See the attached.
2. Purpose of Work .-
O Non-agreement on pricing of proposed changes. Z Necessity to proceed for schedule or other reasons.
3. Affected Specification Sections /Contract Drawings:
Drawing Sheet(s)/ Detail(s): 2.05, 2.06, and 2.07 Specification Section(s): 02617
j 4. Estimated Change in Contract Price and Contract Times (non-binding, preliminary):
Contract Price Contract Time
Contract Price: $ 7,000.00 Increase ® Contract Time: 20 days Increase
Decrease ❑ Decrease ❑
5. Basis of Estimated Change in Contract Price:
❑ Lump Sum ® Unit Price
❑ Cost of the Work (Time and Materials) ❑ Other
Directive Approvals:
Engineer: Date:
Print Name/Title Signature
Construction Manager: CLAUDE MARSHALS W.-x-& I
Date: 3/27/2024
Print Name/Title Signature
City Representative: Date:
Print Name/Title Signature
Contractor: Date:
Print Name/Title Signature
WORK CHANGE DIRECTIVE PAGE 1 OF 1 REV. 10/06/2023
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I CITY OF BAYTOWN
PUBLIC WORKS& ENGINEERING
�F T T� 2123 Market Street
BAYTOWN Baytown, Texas 77520
Request for Information
City of Baytown Project No: RW-1901 RFI Number: 21
Project Name: Garth Road Advanced Water/Wastewater Package (Phase A/B)
Contractor: Sequeira Civil Construction LLC
Specification Number: N/A
Drawing Number: 2.05
Response Code: Critical ; Routine Date Response Required: N/A
(within 10 working days of receipt)
Information Required:
There is an existing power pole and fiber optic line that is preventing the installation of the
manhole located at STA 2+94.85. The power pole is 48" from the CL_of the sanitary while the
fiber optic is about 24". There is not enough room to set a trench box to safely install the
manhole with its close proximi to the power pole.
Contractor/CM Signature Title Date
Response:
The proposed sanitary manhole at STA 2+94.85 can be moved along the
alignment South to Sta 2+74.85. Contractor to connect exist 8" lateral to the
manhole. See attached plan sheet.
52-;L
City Project Manager Signature Date 3112/2024
Response to RFI does not authorize change in contract time and price. If the Contractor believes the response given requires an
adjustment in contract time or contract price,the contractor shall submit a timely proposal so as not to delay contractor's work in
accordance with the General Conditions. Article 7 Changes in the work.
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