HomeMy WebLinkAbout23-1271ORDiNANCE NO. 23-1271
AN ORDINANCE APPROVING A WATER AND WASTEWATER UTILITY RELOCATION
STANDARD UTILITY AGREEMENT (“AGREEMENT”) BY AND BETWEEN THE CITY OF
DENTON AND THE TEXAS DEPARTMENT OF TRANSPORTATION (“TXDOT”), FOR THEREIMBURSEMENT OF ELIGIBLE COSTS INCURRED IN THE ADJUSTMENT, REMOVAL,AND RELOCATION OF CITY FACILITIES OF BOTH WATER AND WASTEWATERUTILITIES ALONG 1-35E FROM US 380/UNIVERSITY TO MILAM ROAD UTILITY
RELOCATIONS PROJECT (TXDOT CSJ# 0195-03-087), WITHIN THE COUNTY AND CITYOF DENTON, TEXAS; AUTHORIZING THE CITY MANAGER, OR DESIGNEE, TOEXECUTE AND DELIVER THE AGREEMENT; PROVIDING FOR THE EXPENDITURE OF
FUNDS IN AN AMOUNT NOT TO EXCEED $12,698,742.56 FOR WATER ANDWASTEWATER UTILITY RELOCATiON; AND PROVIDING AN EFFECTIVE DATE.
WHEREAS, the TxDOT has deemed it necessary to make certain highway improvements as
designated by the State and approved by the Federal Highway Administration within the limits ofthe highway as indicated for the 1-35 E From US 380 to Milam Road Utility Relocation Project
(“Utility Relocation Project”);
WHEREAS, TxDOT has expanded their right-of-way through the 1-35E corridor within the
Denton city limits in anticipation of the TxDOT’s 1-35E Widening project with a current project
letting schedule of September 2023; and
WHEREAS, the proposed Highway Project will necessitate the adjustment, removal, and/or
relocation of certain facilities of the City as indicated in the following statement of work:
1)CSJ 087 Water Line: Install approximately 1,941 LF of 20” HDPE, 6,126 LF of 12” PVC,
911 LF of 8” PVC, 40 LF of 6” PVC longitudinal to IH35 from IH35 Sta 2113+99 to IH35
Sta 2243+20. Install approximately 217 LF of 1 8“ steel casing, 1,523 LF of 24” steel casing,
468 LF of 30” steel casing longitudinal to IH35 with two IH35 Crossings at Sta 2144+88 and
Sta 2186+28. Approximately 2,574 LF of 16”, 6,474 LF of 12”, 1,832 LF of 8”, 150 LF of
6”, and 25 LF of 4” water line to be abandoned in conflict with right-of-way expansion and
proposed pavement and storm sewer.
CS J 087 Wastewater Line: Install approximately 2,211 LF of 12" PVC gravity sewer, 1,310
LF of 8" PVC gravity sewer, 144 LF of 12" HDPE force main, 85 LF of 8" HDPE force
main,221 LF of 6" HDPE force main longitudinal to 1-35 from Sta 2114+89 to 2170+29.
Install approximately 1,327 LF of 24" steel casing and 201 LF of 18" steel casing with two
crossings of 1-35 at Sta 2202+58 and 2230+75. Approximately 1,578 LF of 8”, 3,320 LF of
6”,wastewater line to be abandoned in conflict with right-of-way expansion and pavement;
2)
WHEREAS, the City of Denton is responsible for relocating the City’s utilities currently
located within the recently acquired TxDOT right-of-way; and
WHEREAS, in an effort to meet TxDOT’s anticipated roadway construction schedule, the
Utility Relocation Project will relocate both water and wastewater utilities out of TxDOT’s recently
expanded right-of-way between US-380 and Milam Rd; and
WHEREAS, the TxDOT 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;and
WHEREAS, TxDOT, upon receipt of evidence it deems sufficient, acknowledges the City’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;
WHEREAS, TxDOT will, upon satisfactory completion of the adjustment, removal, and/or
and
relocation and upon receipt of final billing prepared in an approved form and manner and accountingfor 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.
WHEREAS, the City Council having considered the importance of the project to the citizens
of Denton and finding that it is in the public's health and safety interest, is of the opinion that itshould approve the Agreements; NOW, THEREFORE,
THE COUNCIL OF THE CITY OF DENTON HEREBY ORDAINS:
SECTION 1. The recitals contained in the preamble of this ordinance are hereby
incorporated into the body of this ordinance are true and correct.
SECTION 2. The City Manager, or designee, is authorized to expend funs in the amount
of expenditure of funds in the amount of Twelve Million, Six Hundred Ninety-Eight Thousand,
Seven Hundred Forty-Two and 56/100 Dollars ($12,698,742.56) for the 1-35 E From US 380 to
Milam Road Utility Relocation Project in the City and County of Denton.
SECTON 3. The City Manager, or designee, is hereby authorized to execute on behalf
of the City the Water and Wastewater Standard Utility Agreements No. U00011547, a copy of
which is attached hereto as Exhibits " A’' and made a part hereof for all purposes.
SECTION 4. The City Manager, or designee, is further authorized to carry out all
obligations and duties of the City as set forth in the Agreement, including but not limited to the
expenditure of funds.
SECTION 5. That this ordinance shall become effective immediately upon its passage
and approval.
[Signatures to appear on the following page]
m,Ta,mPe "”: TIf,Ti
vote b
and seconded by
approved by the following
Aye
,/
Nay Abstain Absent
Gerard Hudspeth, Mayor:
Vicki Byrd, District 1 :
Brian Beck. District 2:
Paul Meltzer, District 3 :
Joe Holland. District 4:
Brandon Chase McGee, At Large Place 5:
Chris Watts, At Large Place 6:
b/’
b/
b/
1/
b/
-Z
PASSED AND APPROVED this the \A day of
ATTEST:JESUS SAL.INTERIM CITY SECRETARY
b\\11111111//
APPROVED AS TO LEGAL FORM:
MACK REINWAND, CITY ATTORNEY
By: ]h'-a"+--“ g#aS='T
4777 US HIGHWAY 80 EAST, MESQUITE, TX 75150-6643 | 214.320.6100 | WWW.TXDOT.GOV
OUR VALUES:
OUR MISSION: Connecting You With Texas
An Equal Opportunity Employer
Ju , 2023
Mr. Sara Hensley, City Manager City of Denton
1659 Spencer Rd. Denton, TX 76205
RE: Approved Standard Utility Agreement ROWIS U# NA/ Utility ID U00011547
City of Denton
IH 35 Project from: US 380 to: US 77 North of Denton
RCSJ: 0195-03-091 / CCSJ: 0195-03-087
Federal Project Number: NH 2020 (575)
Denton County
Dear Ms. Hensley,
The Texas Department of Transportation is pleased to forward a fully executed copy of the approved
Standard Utility Agreement for the above referenced utility relocation project. The Agreement
assembly consists of the following:
1. Standard Utility Agreement (Form ROW-U-35)
2. Plans, Specifications, and Estimated Costs (Attachment
3.
4.
5.
6. Utility Joint Use Agreement/Utility Installation Review (Form ROW-U-
7.
8. Better
9.
Also attached are the specifications for utility construction including: General Utility Installations,
Aerial Installations, Trench Excavation and Pit Location, Construction of Highway Crossing by Bore,
Construction of Highway Crossing by Tunnel, Backfill Specifications, "Buy America" guidelines, and a
copy of Form 1818.
Planned construction on the above project requires that utilities, "In Conflict", be relocated or
adjusted. This utility adjustment consists of relocating approximately 9,018 LF of existing water lines
and 3,971 LF of existing gravity and force main wastewater lines. To complete all adjustments in
0195-03-087, and wastewater relocations in this package are from IH 35
STA 2114+00 to STA 2237+09 to just north of US 77. Facilities will be uniformly aligned and
installed in accordance with the Utility Accommodation Rules.
The City of Denton has submitted a calculated total estimated cost for this adjustment of
$12,698,742.56. The replacement is all in kind with no betterment dollar value. There is no elective
betterment or declared salvage credit associated with this plan of adjustment.
This adjustment is eligible for state cost participation in accordance with the provisions of 23 CFR
645 A. The eligibility ratio is 100% of eligible costs for the relocation of Utilities on Federal Aid
2
OUR VALUES:
OUR MISSION: Connecting You With Texas
An Equal Opportunity Employer
Interstate projects. Buy America" items have been identified within this agreement.
All quantities in the estimate portion of the agreement are preliminary. Final quantities and
participation will be based on the costs of actual work performed.
Subject to Texas Transportation Code Section 203.094, TxDOT may reduce reimbursement to
the utility by 10 percent for each 30-day period or portion of a 30-day period by which the
relocation exceeds the limit specified in the agreement.
Billing to TxDOT must have a cover letter that includes the following information to
facilitate expeditious processing of payments due:
1. Highway Name RCSJ 0195-03-091 City of Denton (ROWIS U# NA/Utility ID
U00011547)
2. Starting and Ending Dates of Construction
3.
Statement (Form 1818).
4. The Street Address where all records pertaining to this job can be accessed for audit.
These records must be maintained for a 3-year minimum from the date of completion.
5. The Utility
6. If applicable, a copy of all Bid Tabulations received.
7. Final or partial invoices must include a detailed itemized billing submittal consistent with
the same format as the original estimate. Supporting documentation is also required. If
billing submittal deviates significantly from the approved estimate, an explanation will be
needed.
The TxDOT Area Engineer (AE) is Amanda Miller, P.E., at the Denton County Area Office. The Area
Engineer will be certifying that work was done in accordance with these plans and specifications, and
that materials specified, or equivalent have been used. Attention should be paid to backfill, cleanup
requirements, and erosion control. These must be accomplished to the satisfaction of the Project
Engineer.
The Area Office Utility Coordinator must be notified to arrange a pre-construction meeting 5 working
days prior to starting construction. The agenda for this meeting shall include the following: a)
Construction Safety, b) Traffic Control Plan, c) Scheduled Project Starting and Completion Dates, and
d) Prior to installation, all "Buy America" compliant items must be shown on the Material Statement
(Form 1818) with supporting documentation included. The Utility Coordinator for this
Area Office is Leonard Chapman (940) 230-5350.
Questions regarding this adjustment may be directed to Jose Olivares at (214) 319-6507.
Sincerely,
John Hudspeth, P.E.
Deputy District Engineer, Dallas District
Attachments
cc: Lesley Taylor
3
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An Equal Opportunity Employer
Darla Payberah, P.E.
Travis Campbell, P.E.
A
Form ROW-U-35
(Rev.10/20)
Page 1
______ __________ ______ __________
Initial Date Initial Date
TxDOT Utility
STANDARD UTILITY AGREEMENT
U Number: N/A Utility ID: U00011547
District: Dallas County: Denton
Federal Project No.: NH2020(57 ) Highway: IH35
ROW CSJ: 0195-03-091 From: US 380
Highway Project Letting Date: Sept 2023 To: US 77
This Agreement by and between the State of Texas, acting by and through the Texas Transportation Commission,
(“State”), and City of Denton, (“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: CSJ 087 Water Line: Install approximately
1,941 LF of 20” HDPE, 6,126 LF of 12” PVC, 911 LF of 8” PVC, 40 LF of 6” PVC longitudinal to IH35 from IH35 Sta
2113+99 to IH35 Sta 2243+20. Install approximately 217 LF of 18” steel casing, 1,523 LF of 24” steel casing, 468
LF of 30” steel casing longitudinal to IH35 with two IH35 Crossings at Sta 2144+88 and Sta 2186+28.
Approximately 2,574 LF of 16”, 6,474 LF of 12”, 1,832 LF of 8”, 150 LF of 6”, and 25 LF of 4” water line to be
abandoned in conflict with ROW expansion and proposed pavement and storm sewer.
CSJ 087 Wastewater Line: Install approximately 2,211 LF of 12" PVC gravity sewer, 1,310 LF of 8" PVC gravity
sewer, 144 LF of 12" HDPE force main, 85 LF of 8" HDPE force main,221 LF of 6" HDPE force main logitudinal to
I-35 from Sta 2114+89 to 2170+29. Install approximately 1,327 LF of 24" steel casing and 201 LF of 18" steel casing
with two crossings of I-35 at Sta 2202+58 and 2230+75. Approximately 1,578 LF of 8”, 3,320 LF of 6”,wastewater
line to be abandoned in conflict with ROW expansion and pavement; 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
5
Form ROW-U-35
(Rev. 10/20)
Page 2
______ __________ ______ __________
Initial Date Initial Date
TxDOT Utility
Reimbursements provisions of 23 CFR 645, Subpart A, and the Utility Accommodation provisions of 23 CFR 645,
Subpart B.
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.
Form ROW-U-35
(Rev. 10/20)
Page 3
______ __________ ______ __________
Initial Date Initial Date
TxDOT Utility
This agreement in its entirety consists of the following elements:
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.
Form ROW-U-35
(Rev. 10/20)
Page 4
______ __________ ______ __________
Initial Date Initial Date
TxDOT Utility
The signatories to this agreement warrant that each has the authority to enter into this agreement on behalf of the
party represented.
UTILITY EXECUTION RECOMMENDED:
Utility: City of Denton
Name of Utility Director of TP&D (or designee), Dallas District
By:
Authorized Signature
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.
Print or Type Name
Title:
Date:
By:
District Engineer (or designee)
Date:
Form ROW-U-35
(Rev. 10/20)
Page 5
______ __________ ______ __________
Initial Date Initial Date
TxDOT Utility
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
SEE U00017637 CITY OF DENTON AGREEMENT- RCSJ 0195-02-079SEE U00017637 CITY OF DENTON AGREEMENT- RCSJ 0195-02-079SEE U00017637 CITY OF DENTON AGREEMENT- RCSJ 0195-02-079
SEE U00017637 CITY OF DENTON AGREEMENT- RCSJ 0195-02-079SEE U00017637 CITY OF DENTON AGREEMENT- RCSJ 0195-02-079
SEE U00017637 CITY OF DENTON AGREEMENT- RCSJ 0195-02-079SEE U00017637 CITY OF DENTON AGREEMENT- RCSJ 0195-02-079
Utility ID#:U00011547
N/A
Line Item / Item Description Unit Quantity $/Unit Total
*
Line Item / Item Description Unit Quantity $/Unit Total
Lowest Bidder for Construction Contract (Mountain Cascade)1 $9,637,738.00 9,637,738.00$
SUBTOTAL 9,637,738.00$
LABOR SUBTOTAL
Line Item / Item Description Unit Quantity $/Unit Total
Staff Time (additional hourly backup provided) 1 $412,436.09 412,436.09$
0 $0.00 -$
SUBTOTAL 412,436.09$
INTERNAL COSTS SUBTOTAL 412,436$
Kimley-Horn and Associates (Contracts provided) 1 $766,715.87 766,715.87$
0 $0.00 -$
0 $0.00 -$
SUBTOTAL 766,715.87$
Engineering / Administration / Inspection SUBTOTAL
See Summary Table 1 $1,881,852.60 1,881,852.60$
0 $0.00 -$
SUBTOTAL 1,881,852.60$
EASEMENT COMPENSATION SUBTOTAL
SUMMARY:
GROSS REIMBURSABLE TO UTILITY 12,698,742.56$
SALVAGE and or Depreciation CREDIT -$
ELIGIBILITY RATIO 100.00% Ratio Deduction -$
BETTERMENT RATIO 0.00% Ratio Deduction -$
NET REIMBURSEMENT TO UTILITY 12,698,742.56$
1,881,852.60$
INTERNAL ENGINEERING - Costs Documented with Certified Ledger at payment.
EXTERNAL ENGINEERING - Cost documented with INVOICES and / or CHECKS
766,715.87$
REPLACEMENT EASEMENT COMPENSATION - following Quit Claim / Eligibility % Applied
External Labor Costs - documented with Invoices and / or checks
9,637,738.00$
Indicated items are being tracked for BUY AMERICA COMPLIANCE and will be documented using Form 1818 and
all supporting documentation prior to installation.
The cost estimate items must be sufficiently detailed to provide TxDOT with a reasonable basis for analysis. Items should include appropriate
units and unit price for each (See Utility Manual, Chapter 6 Section 2). Applies to All "EA" items
Utility Adjustment for TxDOT Project
City of Denton
IH 35
RCSJ 0195-03-091, CCSJ 0195-03-087 UNUMBER:
TXDOT STANDARD
SUA ESTIMATE
7/2020
TXDOT STANDARD
SUA ESTIMATE
7/2020
TXDOT STANDARD
SUA ESTIMATE
7/2020
TXDOT STANDARD
SUA ESTIMATE
7/2020
From:Mountain Cascade of Texas, LLC
5340 East US Highway 67
Alvarado, TX 76009
Andrew L. McCulloch
PROJ.:IH-35 Utility Relocations (from US380 to Milam Road)817-783-3094
IFB:7968-003 Contact Email amcculloch@mountaincascade.com
Item No.COD
SPEC Description of work BID
QTY UOM Unit Price Extended Price
CSJ 087 WATER IMPROVEMENTS -UNIT I
1 01 70 00 0170.001 - Mobilization 1 EA $ 1,000,000.00 1,000,000.00$2 02 41 14 0241.011 - Grout Fill 8" Utility Line 227 LF $ 20.00 4,540.00$
3 02 41 14 0241.013 - Grout Fill 12" Utility Line 916 LF $ 21.00 19,236.00$
4 02 41 14 0241.016 - Grout Fill 16" Utility Line 108 LF $ 33.00 3,564.00$
5 02 41 14 0241.028 - Remove 4" Utility Line 25 LF $ 45.00 1,125.00$
6 02 41 14 0241.029 - Remove 6" Utility Line 150 LF $ 35.00 5,250.00$
7 02 41 14 0241.030 - Remove 8" Utility Line 1,605 LF $ 37.00 59,385.00$
8 02 41 14 0241.032 - Remove 12" Utility Line 5,558 LF $ 35.00 194,530.00$9 02 41 14 0241.035 - Remove 16" Utility Line 2,466 LF $ 37.00 91,242.00$10 02 41 14 0241.056 - Remove 6" Water Valve 17 EA $ 700.00 11,900.00$11 02 41 14 0241.057 - Remove 8" Water Valve 3 EA $ 750.00 2,250.00$
12 02 41 14 0241.059 - Remove 12" Water Valve 11 EA $ 800.00 8,800.00$
13 02 41 14 0241.060 - Remove 16" Water Valve 2 EA $ 850.00 1,700.00$
14 02 41 14 0241.094 - Salvage Fire Hydrant 15 EA $ 850.00 12,750.00$
15 02 41 14 0241.095 - Salvage Water Meter 2 EA $ 850.00 1,700.00$
16 02 41 14 0241.096 - Remove Concrete Water Vault 2 EA $ 900.00 1,800.00$
17 31 01 17 3201.007 - Flexible Paving Repair for Utility Trench 1,356 SY $ 140.00 189,840.00$18 32 01 29 3201.013 - Concrete Paving Repair for Utility Trench* 905 SY $ 220.00 199,100.00$19 32 01 29 3216.005 - 4" Concrete Sidewalk 17 SY $ 250.00 4,250.00$
20 32 93 00 3293.015 - Topsoil 581 CY $ 10.00 5,810.00$
21 32 93 00 3293.016 - Seeding 12,863 SY $ 2.00 25,726.00$
22 32 93 00 3293.017 - Sodding 2,861 SY $ 7.00 20,027.00$
23 33 05 05 3305.021 - Trench Safety 9,404 LF $ 1.00 9,404.00$
24 32 05 07 3305.028 - 18" Casing by Other Than Open Cut* 217 LF $ 500.00 108,500.00$
25 33 05 07 3305.029 - 24" Casing by Other Than Open Cut* 1,144 LF $ 570.00 652,080.00$26 33 05 07 3305.023 - 24" Casing by Open Cut* 379 LF $ 430.00 162,970.00$27 33 05 07 3305.030 - 30" Casing by by Other Than Open Cut* 468 LF $ 700.00 327,600.00$
28 33 05 15, 33 14 10 3305.098 - 8" DIP Water Carrier Pipe* 217 LF $ 110.00 23,870.00$
29 33 05 15, 33 14 10 3305.099 - 12" DIP Water Carrier Pipe* 1,523 LF $ 150.00 228,450.00$
30 SEE ALTERNATE 1 BELOW - provide bid for only ONE (30 OR 30a)468 LF -$
31 SEE ALTERNATE 2 BELOW - provide bid for only ONE (31 OR 31a)1,941 LF -$
32 33 14 10 3314.141 - 6" PVC Water Pressure Pipe 40 LF $ 220.00 8,800.00$
33 33 14 11 3314.142 - 8" PVC Water Pressure Pipe 911 LF $ 340.00 309,740.00$34 33 14 11 3314.146 - 12" PVC Water Pressure Pipe 6,133 LF $ 236.00 1,447,388.00$35 33 14 17 3314.310 - 1" Water Service* 2 EA $ 3,500.00 7,000.00$36 33 14 17 3314.314 - 1-1/2" Water Service* 1 EA $ 4,000.00 4,000.00$
37 33 14 17 3314.318 - 2" Water Service* 5 EA $ 4,500.00 22,500.00$
38 33 14 18 3314.323 - 4" Water Meter, Vault and Appurtenances* 1 EA $ 55,000.00 55,000.00$
39 33 14 18 3314.3xx - 8" Detector Check, Vault and Appurtenances* 1 EA $ 65,000.00 65,000.00$
40 33 14 20 3314.327 - 6" Gate Valve* 2 EA $ 4,000.00 8,000.00$
41 33 14 20 3314.328 - 8" Gate Valve* 11 EA $ 5,500.00 60,500.00$
42 33 14 20 3314.329 - 12" Gate Valve* 26 EA $ 7,500.00 195,000.00$43 33 14 20 3314.330 - 16" Gate Valve* 6 EA $ 19,000.00 114,000.00$44 33 14 25 3314.345 - 8" x 8" Tapping Sleeve and Valve (City Performed)* 1 EA $ 7,800.00 7,800.00$
45 33 14 25 3314.391 - 6" Water Main Connection with Shutdown 2 EA $ 9,000.00 18,000.00$
46 33 14 25 3314.392 - 8" Water Main Connection with Shutdown 12 EA $ 9,500.00 114,000.00$
47 33 14 25 3314.393 - 12" Water Main Connection with Shutdown 5 EA $ 12,000.00 60,000.00$
48 33 14 25 3314.394 - 16" Water Main Connection with Shutdown 3 EA $ 19,000.00 57,000.00$
49 33 14 30 3314.402 - 2" Air Release Valve and Vault* 3 EA $ 25,000.00 75,000.00$
50 33 14 40 3314.407 - Fire Hydrant Assembly* 17 EA $ 8,500.00 144,500.00$51 34 71 13 3471.001 - Traffic Control 1 MO $ 15,000.00 15,000.00$ALTERNATE 1 - PROVIDE PRICING FOR ONLY ONE
30 33 05 07 3305.100 - 16" DIP Water Carrier Pipe*468 LF -$
30a 33 05 15,3305.110 - 20" HDPE Water Carrier Pipe 468 LF 150.00$70,200.00$
ALTERNATE 2 - PROVIDE PRICING FOR ONLY ONE
31 33 05 07 3314.014 - 16" DIP Water Pipe*1,941 LF -$
31a 33 05 15, 33 14 14 3314.222 - 20" HDPE Pressure Pipe, Water 1,941 LF 250.00$485,250.00$
6,721,077.00$
52 02 41 14 0241.010 - Grout Fill 6" Utility Line 1,604 LF $ 12.00 19,248.00$
53 02 41 14 0241.011 - Grout Fill 8" Utility Line 271 LF $ 20.00 5,420.00$
54 02 41 14 0241.029 - Remove 6" Utility Line 1,626 LF $ 35.00 56,910.00$
55 02 41 14 0241.030 - Remove 8" Utility Line 1,307 LF $ 37.00 48,359.00$56 02 41 14 0241.050 - Remove 4' Utility Manhole 14 EA $ 3,000.00 42,000.00$57 02 41 14 0241.054 - Remove Utility Junction Structure (Lift Station) 1 EA $ 25,000.00 25,000.00$
58 32 01 17 3201.007 - Flexible Paving Repair for Utility Trench 564 SY $ 140.00 78,960.00$
59 32 01 29 3201.013 - Concrete Paving Repair for Utility Trench* 993 SY $ 220.00 218,460.00$
SECTION 00 42 43 - UNIT PRICE BID FORM
BIDDERS APPLICATION - UNIT PRICE BID
City of Denton Capital Projects
901-B Texas Street
Denton, TX 76209
Attn: Cori Power/Purchasing Dept.
TOTAL BID AMOUNT (Unit I):
CJS 087 WASTEWATER IMPROVEMENTS - UNIT II
6,721,077.00
Item No.COD
SPEC Description of work BID
QTY UOM Unit Price Extended Price
60 32 01 29 3211.002 - 6" Flexible Base, Type A, GR-1 560 SY $ 45.00 25,200.00$61 32 93 00 3293.015 - Topsoil 264 CY $ 10.00 2,640.00$
62 32 93 00 3293.016 - Seeding 4,602 SY $ 2.00 9,204.00$
63 32 93 00 3293.017 - Sodding 951 SY $ 7.00 6,657.00$
64 33 05 05 3305.021 - Trench Safety 4,263 LF $ 1.00 4,263.00$
65 33 05 07 3305.022 - 18" Casing by Open Cut* 51 LF $ 400.00 20,400.00$
66 33 05 07 3305.023 - 24" Casing by Open Cut* 326 LF $ 410.00 133,660.00$
67 33 05 07 3305.028 - 18" Casing by Other Than Open Cut* 150 LF $ 575.00 86,250.00$68 33 05 07 3305.029 - 24" Casing by Other Than Open Cut* 1,001 LF $ 630.00 630,630.00$69 33 05 15, 33 14 11, 33 31 14 3305.048 - 8" PVC Sanitary Sewer Carrier Pipe 201 LF $ 60.00 12,060.00$
70 33 05 15, 33 31 14 3305.049 - 12" PVC Sanitary Sewer Carrier Pipe 252 LF $ 80.00 20,160.00$
71 33 05 15, 33 14 11, 33 31 14 3305.088 - 6" HDPE Force Main Carrier Pipe 476 LF $ 60.00 28,560.00$
72 33 05 15, 33 31 14 3305.091 - 12" HDPE Force Main Carrier Pipe 599 LF $ 80.00 47,920.00$
73 33 05 61, 33 05 62 3305.126 - 4' Concrete Manhole* 17 EA $ 14,000.00 238,000.00$
74 33 05 61, 33 05 62 3305.127 - 4' Drop Concrete Manhole* 2 EA $ 20,000.00 40,000.00$
75 33 05 61, 33 05 62 3305.128 - 5' Concrete Manhole* 3 EA $ 15,000.00 45,000.00$76 33 05 61, 33 05 62 3305.132 - 4' Extra Depth Concrete Manhole* 40 VF $ 500.00 20,000.00$77 33 05 61, 33 05 62 3305.133 - 5' Extra Depth Concrete Manhole* 29 VF $ 700.00 20,300.00$78 33 31 14 3314.250 - 6" HDPE Pressure Pipe, Force Main 221 LF $ 280.00 61,880.00$
79 33 31 14 3314.254 - 8" HDPE Pressure Pipe, Force Main 85 LF $ 240.00 20,400.00$
80 33 31 14 3314.262 - 12" HDPE Pressure Pipe, Force Main 144 LF $ 220.00 31,680.00$
81 33 31 14 3331.045 - 8" PVC Gravity Sewer Pipe 1,310 LF $ 280.00 366,800.00$
82 33 31 14 3331.053 - 12" PVC Gravity Sewer Pipe 2,211 LF $ 240.00 530,640.00$
83 33 31 14 3331.089 - 6" Sewer Service 8 EA $ 2,500.00 20,000.00$
2,916,661.00$
84 02 41 14 0241.016 - Grout Fill 16" Utility Line 221 LF 40.00$8,840.00$
85 02 41 14 0241.029 - Remove 6" Utility Line 50 LF 44.00$2,200.00$
86 02 41 14 0241.030 - Remove 8" Utility Line 188 LF 25.00$4,700.00$
87 02 41 14 0241.032 - Remove 12" Utility Line 919 LF 27.00$24,813.00$88 02 41 14 0241.035 - Remove 16" Utility Line 14,092 LF 28.00$394,576.00$89 02 41 14 0241.056 - Remove 6" Water Valve 2 EA 700.00$1,400.00$
90 02 41 14 0241.057 - Remove 8" Water Valve 1 EA 700.00$700.00$
91 02 41 14 0241.059 - Remove 12" Water Valve 1 EA 700.00$700.00$
92 02 41 14 0241.060 - Remove 16" Water Valve 5 EA 700.00$3,500.00$
93 02 41 14 0241.0xx - Remove Water ARV 5 EA 750.00$3,750.00$
94 02 41 14 0241.094 - Salvage Fire Hydrant 5 EA 1,200.00$6,000.00$
95 02 41 14 0241.096 - Remove Concrete Water Vault 3 EA 1,500.00$4,500.00$96 31 01 17 3201.007 - Flexible Paving Repair for Utility Trench 15 SY 200.00$3,000.00$97 32 93 00 3293.015 - Topsoil 798 CY 10.00$7,980.00$98 32 93 00 3293.016 - Seeding 22,839 SY 2.00$45,678.00$
99 33 01 12 3301.00x - Cathodic Protection System* 1 EA 1.00$1.00$
100 33 05 05 3305.021 - Trench Safety 12,922 LF 1.00$12,922.00$
101 33 05 07 3305.030 - 30" Casing by by Other Than Open Cut* 1,142 LF 700.00$799,400.00$
102 33 05 15, 33 14 10 3305.100 - 16" DIP Water Carrier Pipe*1,142 LF -$
103 33 14 10 3314.014 - 16" DIP Water Pipe*12,433 LF -$
104 33 14 11 3314.017 - 16" DIP Water Pipe, CLSM Backfill*210 LF -$105 33 14 11 3314.146 - 12" PVC Water Pressure Pipe 279 LF 250.00$69,750.00$106 33 14 20 3314.329 - 12" Gate Valve* 7 EA 7,500.00$52,500.00$
107 33 14 20 3314.330 - 16" Gate Valve* 20 EA 18,000.00$360,000.00$
108 33 14 25 3314.393 - 12" Water Main Connection with Shutdown 1 EA 12,000.00$12,000.00$
109 33 14 25 3314.394 - 16" Water Main Connection with Shutdown 2 EA 17,500.00$35,000.00$
110 33 14 30 3314.402 - 2" Water Air Release Valve and Vault* 7 EA 20,000.00$140,000.00$
111 34 71 13 3471.001 - Fire Hydrant Assembly* 5 EA 9,700.00$48,500.00$
112 40 05 67 9999.999 - Meter Vault and Appurtenances (to UTRWD)* 1 EA 500,000.00$ 500,000.00$
113 33 14 18 9999.999 - PRV Vault and Appurtenances* 1 EA 220,000.00$220,000.00$
ALTERNATE 1 - PROVIDE PRICING FOR ONLY ONE
102 33 05 07 3305.100 - 16" DIP Water Carrier Pipe*1,142 LF -$
102a 33 05 15,
33 14 14 3305.110 - 20" HDPE Water Carrier Pipe 1,142 LF 150.00$ 171,300.00$
ALTERNATE 2 - PROVIDE PRICING FOR ONLY ONE
103 33 05 07 3314.014 - 16" DIP Water Pipe*12,433 LF -$
103a 33 05 15,
33 14 14 3314.222 - 20" HDPE Pressure Pipe, Water 12,433 LF 266.00$ 3,307,178.00$
ALTERNATE 3 - PROVIDE PRICING FOR ONLY ONE
104 33 05 07 3314.017 - 16" DIP Water Pipe, CLSM Backfill*210 LF -$
104a 33 05 15,
33 14 14 3314.225 - 20" HDPE Pressure Pipe, Water, CLSM Backfill* 210 LF 500.00$ 105,000.00$
6,345,888.00$
114 01 70 00 0241.009 - Grout Fill 4" Utility Line 361 LF 15.00$5,415.00$
115 02 41 14 0241.0xx - Remove Sewer ARV Appurtenance 5 EA 1,800.00$9,000.00$
116 33 14 18 0241.028 - Remove 4" Utility Line 11,853 LF 25.00$296,325.00$
310,740.00$
16,294,366.00$
*All materials shall use domestically manufactured products that are composed predominately of steel and/or iron to incorporate into
the permanent installation of the utility facility – in compliance with the Buy America provisions of 23 CFR 635.410 as amended.
TOTAL BID AMOUNT (Unit IV):
TOTAL PROJECT BID AMOUNT (Units I, II, III, & IV):
TOTAL BID AMOUNT (Unit III):
CJS 074 WASTEWATER IMPROVEMENTS - UNIT IV
TOTAL BID AMOUNT (Unit II):
CJS 074 WATER IMPROVEMENTS - UNIT III
Page 2 of 3
2,916,661.00
20,000.00
SEE U00017637 CITY OF DENTON AGREEMENT- RCSJ 0195-02-079
Form ROW-U-35
(Rev. 10/20)
Page 6
______ __________ ______ __________
Initial Date Initial Date
TxDOT Utility
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.
Form ROW-U-35
(Rev. 10/20)
Page 7
______ __________ ______ __________
Initial Date Initial Date
TxDOT Utility
Attachment “C”
Schedule of Work
Estimated Start Date: 9/11/2023, (subject to physical work restrictions prior to the
issuance of environmental clearance as required by the provisions of this agreement)
Estimated Duration (days): 200
Estimated Completion Date: 03/29/2024
Form ROW-U-35
(Rev. 10/20)
Page 8
______ __________ ______ __________
Initial Date Initial Date
TxDOT Utility
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.
U00011547
CITY OF DENTON
BID TABS FOR
ROW CSJ 0195-03-091
From:Mountain Cascade of Texas, LLC
5340 East US Highway 67
Alvarado, TX 76009
Andrew L. McCulloch
PROJ.:IH-35 Utility Relocations (from US380 to Milam Road)817-783-3094
IFB:7968-003 Contact Email amcculloch@mountaincascade.com
Item No.COD
SPEC Description of work BID
QTY UOM Unit Price Extended Price
CSJ 087 WATER IMPROVEMENTS -UNIT I
1 01 70 00 0170.001 - Mobilization 1 EA $ 1,000,000.00 1,000,000.00$2 02 41 14 0241.011 - Grout Fill 8" Utility Line 227 LF $ 20.00 4,540.00$
3 02 41 14 0241.013 - Grout Fill 12" Utility Line 916 LF $ 21.00 19,236.00$
4 02 41 14 0241.016 - Grout Fill 16" Utility Line 108 LF $ 33.00 3,564.00$
5 02 41 14 0241.028 - Remove 4" Utility Line 25 LF $ 45.00 1,125.00$
6 02 41 14 0241.029 - Remove 6" Utility Line 150 LF $ 35.00 5,250.00$
7 02 41 14 0241.030 - Remove 8" Utility Line 1,605 LF $ 37.00 59,385.00$
8 02 41 14 0241.032 - Remove 12" Utility Line 5,558 LF $ 35.00 194,530.00$9 02 41 14 0241.035 - Remove 16" Utility Line 2,466 LF $ 37.00 91,242.00$10 02 41 14 0241.056 - Remove 6" Water Valve 17 EA $ 700.00 11,900.00$11 02 41 14 0241.057 - Remove 8" Water Valve 3 EA $ 750.00 2,250.00$
12 02 41 14 0241.059 - Remove 12" Water Valve 11 EA $ 800.00 8,800.00$
13 02 41 14 0241.060 - Remove 16" Water Valve 2 EA $ 850.00 1,700.00$
14 02 41 14 0241.094 - Salvage Fire Hydrant 15 EA $ 850.00 12,750.00$
15 02 41 14 0241.095 - Salvage Water Meter 2 EA $ 850.00 1,700.00$
16 02 41 14 0241.096 - Remove Concrete Water Vault 2 EA $ 900.00 1,800.00$
17 31 01 17 3201.007 - Flexible Paving Repair for Utility Trench 1,356 SY $ 140.00 189,840.00$18 32 01 29 3201.013 - Concrete Paving Repair for Utility Trench* 905 SY $ 220.00 199,100.00$19 32 01 29 3216.005 - 4" Concrete Sidewalk 17 SY $ 250.00 4,250.00$
20 32 93 00 3293.015 - Topsoil 581 CY $ 10.00 5,810.00$
21 32 93 00 3293.016 - Seeding 12,863 SY $ 2.00 25,726.00$
22 32 93 00 3293.017 - Sodding 2,861 SY $ 7.00 20,027.00$
23 33 05 05 3305.021 - Trench Safety 9,404 LF $ 1.00 9,404.00$
24 32 05 07 3305.028 - 18" Casing by Other Than Open Cut* 217 LF $ 500.00 108,500.00$
25 33 05 07 3305.029 - 24" Casing by Other Than Open Cut* 1,144 LF $ 570.00 652,080.00$26 33 05 07 3305.023 - 24" Casing by Open Cut* 379 LF $ 430.00 162,970.00$27 33 05 07 3305.030 - 30" Casing by by Other Than Open Cut* 468 LF $ 700.00 327,600.00$
28 33 05 15, 33 14 10 3305.098 - 8" DIP Water Carrier Pipe* 217 LF $ 110.00 23,870.00$
29 33 05 15, 33 14 10 3305.099 - 12" DIP Water Carrier Pipe* 1,523 LF $ 150.00 228,450.00$
30 SEE ALTERNATE 1 BELOW - provide bid for only ONE (30 OR 30a)468 LF -$
31 SEE ALTERNATE 2 BELOW - provide bid for only ONE (31 OR 31a)1,941 LF -$
32 33 14 10 3314.141 - 6" PVC Water Pressure Pipe 40 LF $ 220.00 8,800.00$
33 33 14 11 3314.142 - 8" PVC Water Pressure Pipe 911 LF $ 340.00 309,740.00$34 33 14 11 3314.146 - 12" PVC Water Pressure Pipe 6,133 LF $ 236.00 1,447,388.00$35 33 14 17 3314.310 - 1" Water Service* 2 EA $ 3,500.00 7,000.00$36 33 14 17 3314.314 - 1-1/2" Water Service* 1 EA $ 4,000.00 4,000.00$
37 33 14 17 3314.318 - 2" Water Service* 5 EA $ 4,500.00 22,500.00$
38 33 14 18 3314.323 - 4" Water Meter, Vault and Appurtenances* 1 EA $ 55,000.00 55,000.00$
39 33 14 18 3314.3xx - 8" Detector Check, Vault and Appurtenances* 1 EA $ 65,000.00 65,000.00$
40 33 14 20 3314.327 - 6" Gate Valve* 2 EA $ 4,000.00 8,000.00$
41 33 14 20 3314.328 - 8" Gate Valve* 11 EA $ 5,500.00 60,500.00$
42 33 14 20 3314.329 - 12" Gate Valve* 26 EA $ 7,500.00 195,000.00$43 33 14 20 3314.330 - 16" Gate Valve* 6 EA $ 19,000.00 114,000.00$44 33 14 25 3314.345 - 8" x 8" Tapping Sleeve and Valve (City Performed)* 1 EA $ 7,800.00 7,800.00$
45 33 14 25 3314.391 - 6" Water Main Connection with Shutdown 2 EA $ 9,000.00 18,000.00$
46 33 14 25 3314.392 - 8" Water Main Connection with Shutdown 12 EA $ 9,500.00 114,000.00$
47 33 14 25 3314.393 - 12" Water Main Connection with Shutdown 5 EA $ 12,000.00 60,000.00$
48 33 14 25 3314.394 - 16" Water Main Connection with Shutdown 3 EA $ 19,000.00 57,000.00$
49 33 14 30 3314.402 - 2" Air Release Valve and Vault* 3 EA $ 25,000.00 75,000.00$
50 33 14 40 3314.407 - Fire Hydrant Assembly* 17 EA $ 8,500.00 144,500.00$51 34 71 13 3471.001 - Traffic Control 1 MO $ 15,000.00 15,000.00$ALTERNATE 1 - PROVIDE PRICING FOR ONLY ONE
30 33 05 07 3305.100 - 16" DIP Water Carrier Pipe*468 LF -$
30a 33 05 15,3305.110 - 20" HDPE Water Carrier Pipe 468 LF 150.00$70,200.00$
ALTERNATE 2 - PROVIDE PRICING FOR ONLY ONE
31 33 05 07 3314.014 - 16" DIP Water Pipe*1,941 LF -$
31a 33 05 15, 33 14 14 3314.222 - 20" HDPE Pressure Pipe, Water 1,941 LF 250.00$485,250.00$
6,721,077.00$
52 02 41 14 0241.010 - Grout Fill 6" Utility Line 1,604 LF $ 12.00 19,248.00$
53 02 41 14 0241.011 - Grout Fill 8" Utility Line 271 LF $ 20.00 5,420.00$
54 02 41 14 0241.029 - Remove 6" Utility Line 1,626 LF $ 35.00 56,910.00$
55 02 41 14 0241.030 - Remove 8" Utility Line 1,307 LF $ 37.00 48,359.00$56 02 41 14 0241.050 - Remove 4' Utility Manhole 14 EA $ 3,000.00 42,000.00$57 02 41 14 0241.054 - Remove Utility Junction Structure (Lift Station) 1 EA $ 25,000.00 25,000.00$
58 32 01 17 3201.007 - Flexible Paving Repair for Utility Trench 564 SY $ 140.00 78,960.00$
59 32 01 29 3201.013 - Concrete Paving Repair for Utility Trench* 993 SY $ 220.00 218,460.00$
SECTION 00 42 43 - UNIT PRICE BID FORM
BIDDERS APPLICATION - UNIT PRICE BID
City of Denton Capital Projects
901-B Texas Street
Denton, TX 76209
Attn: Cori Power/Purchasing Dept.
TOTAL BID AMOUNT (Unit I):
CJS 087 WASTEWATER IMPROVEMENTS - UNIT II
Item No.COD
SPEC Description of work BID
QTY UOM Unit Price Extended Price
60 32 01 29 3211.002 - 6" Flexible Base, Type A, GR-1 560 SY $ 45.00 25,200.00$61 32 93 00 3293.015 - Topsoil 264 CY $ 10.00 2,640.00$
62 32 93 00 3293.016 - Seeding 4,602 SY $ 2.00 9,204.00$
63 32 93 00 3293.017 - Sodding 951 SY $ 7.00 6,657.00$
64 33 05 05 3305.021 - Trench Safety 4,263 LF $ 1.00 4,263.00$
65 33 05 07 3305.022 - 18" Casing by Open Cut* 51 LF $ 400.00 20,400.00$
66 33 05 07 3305.023 - 24" Casing by Open Cut* 326 LF $ 410.00 133,660.00$
67 33 05 07 3305.028 - 18" Casing by Other Than Open Cut* 150 LF $ 575.00 86,250.00$68 33 05 07 3305.029 - 24" Casing by Other Than Open Cut* 1,001 LF $ 630.00 630,630.00$69 33 05 15, 33 14 11, 33 31 14 3305.048 - 8" PVC Sanitary Sewer Carrier Pipe 201 LF $ 60.00 12,060.00$
70 33 05 15, 33 31 14 3305.049 - 12" PVC Sanitary Sewer Carrier Pipe 252 LF $ 80.00 20,160.00$
71 33 05 15, 33 14 11, 33 31 14 3305.088 - 6" HDPE Force Main Carrier Pipe 476 LF $ 60.00 28,560.00$
72 33 05 15, 33 31 14 3305.091 - 12" HDPE Force Main Carrier Pipe 599 LF $ 80.00 47,920.00$
73 33 05 61, 33 05 62 3305.126 - 4' Concrete Manhole* 17 EA $ 14,000.00 238,000.00$
74 33 05 61, 33 05 62 3305.127 - 4' Drop Concrete Manhole* 2 EA $ 20,000.00 40,000.00$
75 33 05 61, 33 05 62 3305.128 - 5' Concrete Manhole* 3 EA $ 15,000.00 45,000.00$76 33 05 61, 33 05 62 3305.132 - 4' Extra Depth Concrete Manhole* 40 VF $ 500.00 20,000.00$77 33 05 61, 33 05 62 3305.133 - 5' Extra Depth Concrete Manhole* 29 VF $ 700.00 20,300.00$78 33 31 14 3314.250 - 6" HDPE Pressure Pipe, Force Main 221 LF $ 280.00 61,880.00$
79 33 31 14 3314.254 - 8" HDPE Pressure Pipe, Force Main 85 LF $ 240.00 20,400.00$
80 33 31 14 3314.262 - 12" HDPE Pressure Pipe, Force Main 144 LF $ 220.00 31,680.00$
81 33 31 14 3331.045 - 8" PVC Gravity Sewer Pipe 1,310 LF $ 280.00 366,800.00$
82 33 31 14 3331.053 - 12" PVC Gravity Sewer Pipe 2,211 LF $ 240.00 530,640.00$
83 33 31 14 3331.089 - 6" Sewer Service 8 EA $ 2,500.00 20,000.00$
2,916,661.00$
84 02 41 14 0241.016 - Grout Fill 16" Utility Line 221 LF 40.00$8,840.00$
85 02 41 14 0241.029 - Remove 6" Utility Line 50 LF 44.00$2,200.00$
86 02 41 14 0241.030 - Remove 8" Utility Line 188 LF 25.00$4,700.00$
87 02 41 14 0241.032 - Remove 12" Utility Line 919 LF 27.00$24,813.00$88 02 41 14 0241.035 - Remove 16" Utility Line 14,092 LF 28.00$394,576.00$89 02 41 14 0241.056 - Remove 6" Water Valve 2 EA 700.00$1,400.00$
90 02 41 14 0241.057 - Remove 8" Water Valve 1 EA 700.00$700.00$
91 02 41 14 0241.059 - Remove 12" Water Valve 1 EA 700.00$700.00$
92 02 41 14 0241.060 - Remove 16" Water Valve 5 EA 700.00$3,500.00$
93 02 41 14 0241.0xx - Remove Water ARV 5 EA 750.00$3,750.00$
94 02 41 14 0241.094 - Salvage Fire Hydrant 5 EA 1,200.00$6,000.00$
95 02 41 14 0241.096 - Remove Concrete Water Vault 3 EA 1,500.00$4,500.00$96 31 01 17 3201.007 - Flexible Paving Repair for Utility Trench 15 SY 200.00$3,000.00$97 32 93 00 3293.015 - Topsoil 798 CY 10.00$7,980.00$98 32 93 00 3293.016 - Seeding 22,839 SY 2.00$45,678.00$
99 33 01 12 3301.00x - Cathodic Protection System* 1 EA 1.00$1.00$
100 33 05 05 3305.021 - Trench Safety 12,922 LF 1.00$12,922.00$
101 33 05 07 3305.030 - 30" Casing by by Other Than Open Cut* 1,142 LF 700.00$799,400.00$
102 33 05 15, 33 14 10 3305.100 - 16" DIP Water Carrier Pipe*1,142 LF -$
103 33 14 10 3314.014 - 16" DIP Water Pipe*12,433 LF -$
104 33 14 11 3314.017 - 16" DIP Water Pipe, CLSM Backfill*210 LF -$105 33 14 11 3314.146 - 12" PVC Water Pressure Pipe 279 LF 250.00$69,750.00$106 33 14 20 3314.329 - 12" Gate Valve* 7 EA 7,500.00$52,500.00$
107 33 14 20 3314.330 - 16" Gate Valve* 20 EA 18,000.00$360,000.00$
108 33 14 25 3314.393 - 12" Water Main Connection with Shutdown 1 EA 12,000.00$12,000.00$
109 33 14 25 3314.394 - 16" Water Main Connection with Shutdown 2 EA 17,500.00$35,000.00$
110 33 14 30 3314.402 - 2" Water Air Release Valve and Vault* 7 EA 20,000.00$140,000.00$
111 34 71 13 3471.001 - Fire Hydrant Assembly* 5 EA 9,700.00$48,500.00$
112 40 05 67 9999.999 - Meter Vault and Appurtenances (to UTRWD)* 1 EA 500,000.00$ 500,000.00$
113 33 14 18 9999.999 - PRV Vault and Appurtenances* 1 EA 220,000.00$220,000.00$
ALTERNATE 1 - PROVIDE PRICING FOR ONLY ONE
102 33 05 07 3305.100 - 16" DIP Water Carrier Pipe*1,142 LF -$
102a 33 05 15,
33 14 14 3305.110 - 20" HDPE Water Carrier Pipe 1,142 LF 150.00$ 171,300.00$
ALTERNATE 2 - PROVIDE PRICING FOR ONLY ONE
103 33 05 07 3314.014 - 16" DIP Water Pipe*12,433 LF -$
103a 33 05 15,
33 14 14 3314.222 - 20" HDPE Pressure Pipe, Water 12,433 LF 266.00$ 3,307,178.00$
ALTERNATE 3 - PROVIDE PRICING FOR ONLY ONE
104 33 05 07 3314.017 - 16" DIP Water Pipe, CLSM Backfill*210 LF -$
104a 33 05 15,
33 14 14 3314.225 - 20" HDPE Pressure Pipe, Water, CLSM Backfill* 210 LF 500.00$ 105,000.00$
6,345,888.00$
114 01 70 00 0241.009 - Grout Fill 4" Utility Line 361 LF 15.00$5,415.00$
115 02 41 14 0241.0xx - Remove Sewer ARV Appurtenance 5 EA 1,800.00$9,000.00$
116 33 14 18 0241.028 - Remove 4" Utility Line 11,853 LF 25.00$296,325.00$
310,740.00$
16,294,366.00$
*All materials shall use domestically manufactured products that are composed predominately of steel and/or iron to incorporate into
the permanent installation of the utility facility – in compliance with the Buy America provisions of 23 CFR 635.410 as amended.
TOTAL BID AMOUNT (Unit IV):
TOTAL PROJECT BID AMOUNT (Units I, II, III, & IV):
TOTAL BID AMOUNT (Unit III):
CJS 074 WASTEWATER IMPROVEMENTS - UNIT IV
TOTAL BID AMOUNT (Unit II):
CJS 074 WATER IMPROVEMENTS - UNIT III
Page 2 of 3
SEE U00017637 CITY OF DENTON AGREEMENT- RCSJ 0195-02-079
SEE U00017637 CITY OF DENTON AGREEMENT- RCSJ 0195-02-079
From:Oscar Renda Contracting
1100 Kubota Dr.
Grapevine, TX 76051
Jon Dorma
PROJ.:IH-35 Utility Relocations (from US380 to Milam Road)817-293-4263
IFB:7968-003 jdorma@southlandholdings.com
Item No.COD
SPEC Description of work BID
QTY UOM Unit Price Extended Price
CSJ 087 WATER IMPROVEMENTS -UNIT I
1 01 70 00 0170.001 - Mobilization 1 EA $ 2,250,000.00 2,250,000.00$2 02 41 14 0241.011 - Grout Fill 8" Utility Line 227 LF $ 10.00 2,270.00$
3 02 41 14 0241.013 - Grout Fill 12" Utility Line 916 LF $ 20.00 18,320.00$
4 02 41 14 0241.016 - Grout Fill 16" Utility Line 108 LF $ 35.00 3,780.00$
5 02 41 14 0241.028 - Remove 4" Utility Line 25 LF $ 20.00 500.00$
6 02 41 14 0241.029 - Remove 6" Utility Line 150 LF $ 20.00 3,000.00$
7 02 41 14 0241.030 - Remove 8" Utility Line 1,605 LF $ 20.00 32,100.00$
8 02 41 14 0241.032 - Remove 12" Utility Line 5,558 LF $ 20.00 111,160.00$9 02 41 14 0241.035 - Remove 16" Utility Line 2,466 LF $ 20.00 49,320.00$10 02 41 14 0241.056 - Remove 6" Water Valve 17 EA $ 200.00 3,400.00$11 02 41 14 0241.057 - Remove 8" Water Valve 3 EA $ 200.00 600.00$
12 02 41 14 0241.059 - Remove 12" Water Valve 11 EA $ 200.00 2,200.00$
13 02 41 14 0241.060 - Remove 16" Water Valve 2 EA $ 200.00 400.00$
14 02 41 14 0241.094 - Salvage Fire Hydrant 15 EA $ 400.00 6,000.00$
15 02 41 14 0241.095 - Salvage Water Meter 2 EA $ 400.00 800.00$
16 02 41 14 0241.096 - Remove Concrete Water Vault 2 EA $ 400.00 800.00$
17 31 01 17 3201.007 - Flexible Paving Repair for Utility Trench 1,356 SY $ 50.00 67,800.00$18 32 01 29 3201.013 - Concrete Paving Repair for Utility Trench* 905 SY $ 175.00 158,375.00$19 32 01 29 3216.005 - 4" Concrete Sidewalk 17 SY $ 100.00 1,700.00$
20 32 93 00 3293.015 - Topsoil 581 CY $ 50.00 29,050.00$
21 32 93 00 3293.016 - Seeding 12,863 SY $ 2.00 25,726.00$
22 32 93 00 3293.017 - Sodding 2,861 SY $ 10.00 28,610.00$
23 33 05 05 3305.021 - Trench Safety 9,404 LF $ 3.50 32,914.00$
24 32 05 07 3305.028 - 18" Casing by Other Than Open Cut* 217 LF $ 750.00 162,750.00$
25 33 05 07 3305.029 - 24" Casing by Other Than Open Cut* 1,144 LF $ 900.00 1,029,600.00$26 33 05 07 3305.023 - 24" Casing by Open Cut* 379 LF $ 400.00 151,600.00$27 33 05 07 3305.030 - 30" Casing by by Other Than Open Cut* 468 LF $ 1,000.00 468,000.00$
28 33 05 15, 33 14 10 3305.098 - 8" DIP Water Carrier Pipe* 217 LF $ 300.00 65,100.00$
29 33 05 15, 33 14 10 3305.099 - 12" DIP Water Carrier Pipe* 1,523 LF $ 400.00 609,200.00$
30 SEE ALTERNATE 1 BELOW - provide bid for only ONE (30 OR 30a)468 LF -$
31 SEE ALTERNATE 2 BELOW - provide bid for only ONE (31 OR 31a)1,941 LF -$
32 33 14 10 3314.141 - 6" PVC Water Pressure Pipe 40 LF $ 350.00 14,000.00$
33 33 14 11 3314.142 - 8" PVC Water Pressure Pipe 911 LF $ 400.00 364,400.00$34 33 14 11 3314.146 - 12" PVC Water Pressure Pipe 6,133 LF $ 300.00 1,839,900.00$35 33 14 17 3314.310 - 1" Water Service* 2 EA $ 4,000.00 8,000.00$36 33 14 17 3314.314 - 1-1/2" Water Service* 1 EA $ 5,000.00 5,000.00$
37 33 14 17 3314.318 - 2" Water Service* 5 EA $ 6,000.00 30,000.00$
38 33 14 18 3314.323 - 4" Water Meter, Vault and Appurtenances* 1 EA $ 65,000.00 65,000.00$
39 33 14 18 3314.3xx - 8" Detector Check, Vault and Appurtenances* 1 EA $ 100,000.00 100,000.00$
40 33 14 20 3314.327 - 6" Gate Valve* 2 EA $ 2,500.00 5,000.00$
41 33 14 20 3314.328 - 8" Gate Valve* 11 EA $ 3,500.00 38,500.00$
42 33 14 20 3314.329 - 12" Gate Valve* 26 EA $ 6,500.00 169,000.00$43 33 14 20 3314.330 - 16" Gate Valve* 6 EA $ 17,500.00 105,000.00$44 33 14 25 3314.345 - 8" x 8" Tapping Sleeve and Valve (City Performed)* 1 EA $ 6,000.00 6,000.00$
45 33 14 25 3314.391 - 6" Water Main Connection with Shutdown 2 EA $ 3,000.00 6,000.00$
46 33 14 25 3314.392 - 8" Water Main Connection with Shutdown 12 EA $ 3,000.00 36,000.00$
47 33 14 25 3314.393 - 12" Water Main Connection with Shutdown 5 EA $ 3,000.00 15,000.00$
48 33 14 25 3314.394 - 16" Water Main Connection with Shutdown 3 EA $ 5,000.00 15,000.00$
49 33 14 30 3314.402 - 2" Air Release Valve and Vault* 3 EA $ 12,000.00 36,000.00$
50 33 14 40 3314.407 - Fire Hydrant Assembly* 17 EA $ 10,000.00 170,000.00$51 34 71 13 3471.001 - Traffic Control 1 MO $ 50,000.00 50,000.00$ALTERNATE 1 - PROVIDE PRICING FOR ONLY ONE
30 33 05 07 3305.100 - 16" DIP Water Carrier Pipe*468 LF 500.00$234,000.00$
30a 33 05 15,3305.110 - 20" HDPE Water Carrier Pipe 468 LF -$
ALTERNATE 2 - PROVIDE PRICING FOR ONLY ONE
31 33 05 07 3314.014 - 16" DIP Water Pipe*1,941 LF 650.00$1,261,650.00$
31a 33 05 15, 33 14 14 3314.222 - 20" HDPE Pressure Pipe, Water 1,941 LF -$
9,888,525.00$
52 02 41 14 0241.010 - Grout Fill 6" Utility Line 1,604 LF $ 5.00 8,020.00$
53 02 41 14 0241.011 - Grout Fill 8" Utility Line 271 LF $ 6.00 1,626.00$
54 02 41 14 0241.029 - Remove 6" Utility Line 1,626 LF $ 20.00 32,520.00$
55 02 41 14 0241.030 - Remove 8" Utility Line 1,307 LF $ 20.00 26,140.00$56 02 41 14 0241.050 - Remove 4' Utility Manhole 14 EA $ 1,200.00 16,800.00$57 02 41 14 0241.054 - Remove Utility Junction Structure (Lift Station) 1 EA $ 16,000.00 16,000.00$
58 32 01 17 3201.007 - Flexible Paving Repair for Utility Trench 564 SY $ 55.00 31,020.00$
59 32 01 29 3201.013 - Concrete Paving Repair for Utility Trench* 993 SY $ 120.00 119,160.00$
SECTION 00 42 43 - UNIT PRICE BID FORM
BIDDERS APPLICATION - UNIT PRICE BID
City of Denton Capital Projects
901-B Texas Street
Denton, TX 76209
Attn: Cori Power/Purchasing Dept.
TOTAL BID AMOUNT (Unit I):
CJS 087 WASTEWATER IMPROVEMENTS
Item No.COD
SPEC Description of work BID
QTY UOM Unit Price Extended Price
60 32 01 29 3211.002 - 6" Flexible Base, Type A, GR-1 560 SY $ 55.00 30,800.00$61 32 93 00 3293.015 - Topsoil 264 CY $ 55.00 14,520.00$
62 32 93 00 3293.016 - Seeding 4,602 SY $ 2.00 9,204.00$
63 32 93 00 3293.017 - Sodding 951 SY $ 10.00 9,510.00$
64 33 05 05 3305.021 - Trench Safety 4,263 LF $ 3.00 12,789.00$
65 33 05 07 3305.022 - 18" Casing by Open Cut* 51 LF $ 400.00 20,400.00$
66 33 05 07 3305.023 - 24" Casing by Open Cut* 326 LF $ 400.00 130,400.00$
67 33 05 07 3305.028 - 18" Casing by Other Than Open Cut* 150 LF $ 750.00 112,500.00$68 33 05 07 3305.029 - 24" Casing by Other Than Open Cut* 1,001 LF $ 900.00 900,900.00$69 33 05 15, 33 14 11, 33 31 14 3305.048 - 8" PVC Sanitary Sewer Carrier Pipe 201 LF $ 350.00 70,350.00$
70 33 05 15, 33 31 14 3305.049 - 12" PVC Sanitary Sewer Carrier Pipe 252 LF $ 750.00 189,000.00$
71 33 05 15, 33 14 11, 33 31 14 3305.088 - 6" HDPE Force Main Carrier Pipe 476 LF $ 300.00 142,800.00$
72 33 05 15, 33 31 14 3305.091 - 12" HDPE Force Main Carrier Pipe 599 LF $ 475.00 284,525.00$
73 33 05 61, 33 05 62 3305.126 - 4' Concrete Manhole* 17 EA $ 16,000.00 272,000.00$
74 33 05 61, 33 05 62 3305.127 - 4' Drop Concrete Manhole* 2 EA $ 16,000.00 32,000.00$
75 33 05 61, 33 05 62 3305.128 - 5' Concrete Manhole* 3 EA $ 18,000.00 54,000.00$76 33 05 61, 33 05 62 3305.132 - 4' Extra Depth Concrete Manhole* 40 VF $ 1,200.00 48,000.00$77 33 05 61, 33 05 62 3305.133 - 5' Extra Depth Concrete Manhole* 29 VF $ 1,500.00 43,500.00$78 33 31 14 3314.250 - 6" HDPE Pressure Pipe, Force Main 221 LF $ 100.00 22,100.00$
79 33 31 14 3314.254 - 8" HDPE Pressure Pipe, Force Main 85 LF $ 125.00 10,625.00$
80 33 31 14 3314.262 - 12" HDPE Pressure Pipe, Force Main 144 LF $ 150.00 21,600.00$
81 33 31 14 3331.045 - 8" PVC Gravity Sewer Pipe 1,310 LF $ 135.00 176,850.00$
82 33 31 14 3331.053 - 12" PVC Gravity Sewer Pipe 2,211 LF $ 150.00 331,650.00$
83 33 31 14 3331.089 - 6" Sewer Service 8 EA $ 3,000.00 24,000.00$
3,215,309.00$
84 02 41 14 0241.016 - Grout Fill 16" Utility Line 221 LF 40.00$8,840.00$
85 02 41 14 0241.029 - Remove 6" Utility Line 50 LF 20.00$1,000.00$
86 02 41 14 0241.030 - Remove 8" Utility Line 188 LF 20.00$3,760.00$
87 02 41 14 0241.032 - Remove 12" Utility Line 919 LF 20.00$18,380.00$
88 02 41 14 0241.035 - Remove 16" Utility Line 14,092 LF 20.00$281,840.00$
89 02 41 14 0241.056 - Remove 6" Water Valve 2 EA 200.00$400.00$
90 02 41 14 0241.057 - Remove 8" Water Valve 1 EA 200.00$200.00$91 02 41 14 0241.059 - Remove 12" Water Valve 1 EA 200.00$200.00$92 02 41 14 0241.060 - Remove 16" Water Valve 5 EA 200.00$1,000.00$
93 02 41 14 0241.0xx - Remove Water ARV 5 EA 400.00$2,000.00$
94 02 41 14 0241.094 - Salvage Fire Hydrant 5 EA 400.00$2,000.00$
95 02 41 14 0241.096 - Remove Concrete Water Vault 3 EA 400.00$1,200.00$
96 31 01 17 3201.007 - Flexible Paving Repair for Utility Trench 15 SY 55.00$825.00$
97 32 93 00 3293.015 - Topsoil 798 CY 60.00$47,880.00$
98 32 93 00 3293.016 - Seeding 22,839 SY 2.00$45,678.00$99 33 01 12 3301.00x - Cathodic Protection System* 1 EA 185,000.00$185,000.00$100 33 05 05 3305.021 - Trench Safety 12,922 LF 3.00$38,766.00$101 33 05 07 3305.030 - 30" Casing by by Other Than Open Cut* 1,142 LF 1,000.00$1,142,000.00$
102 33 05 15, 33 14 10 3305.100 - 16" DIP Water Carrier Pipe*1,142 LF -$
103 33 14 10 3314.014 - 16" DIP Water Pipe*12,433 LF -$
104 33 14 11 3314.017 - 16" DIP Water Pipe, CLSM Backfill*210 LF -$
105 33 14 11 3314.146 - 12" PVC Water Pressure Pipe 279 LF 300.00$83,700.00$
106 33 14 20 3314.329 - 12" Gate Valve* 7 EA 6,500.00$45,500.00$
107 33 14 20 3314.330 - 16" Gate Valve* 20 EA 17,500.00$350,000.00$108 33 14 25 3314.393 - 12" Water Main Connection with Shutdown 1 EA 3,500.00$3,500.00$109 33 14 25 3314.394 - 16" Water Main Connection with Shutdown 2 EA 6,500.00$13,000.00$
110 33 14 30 3314.402 - 2" Water Air Release Valve and Vault* 7 EA 12,000.00$84,000.00$
111 34 71 13 3471.001 - Fire Hydrant Assembly* 5 EA 10,000.00$50,000.00$
112 40 05 67 9999.999 - Meter Vault and Appurtenances (to UTRWD)* 1 EA 550,000.00$ 550,000.00$
113 33 14 18 9999.999 - PRV Vault and Appurtenances* 1 EA 225,000.00$225,000.00$
ALTERNATE 1 - PROVIDE PRICING FOR ONLY ONE
102 33 05 07 3305.100 - 16" DIP Water Carrier Pipe*1,142 LF 500.00$571,000.00$
102a 33 05 15,
33 14 14 3305.110 - 20" HDPE Water Carrier Pipe 1,142 LF -$
ALTERNATE 2 - PROVIDE PRICING FOR ONLY ONE
103 33 05 07 3314.014 - 16" DIP Water Pipe*12,433 LF 450.00$5,594,850.00$
103a 33 05 15,
33 14 14 3314.222 - 20" HDPE Pressure Pipe, Water 12,433 LF -$
ALTERNATE 3 - PROVIDE PRICING FOR ONLY ONE
104 33 05 07 3314.017 - 16" DIP Water Pipe, CLSM Backfill*210 LF 600.00$126,000.00$
104a 33 05 15,
33 14 14 3314.225 - 20" HDPE Pressure Pipe, Water, CLSM Backfill* 210 LF -$
9,477,519.00$
114 01 70 00 0241.009 - Grout Fill 4" Utility Line 361 LF 3.00$1,083.00$
115 02 41 14 0241.0xx - Remove Sewer ARV Appurtenance 5 EA 500.00$2,500.00$
116 33 14 18 0241.028 - Remove 4" Utility Line 11,853 LF 20.00$237,060.00$
240,643.00$
22,821,996.00$
*All materials shall use domestically manufactured products that are composed predominately of steel and/or iron to incorporate into
the permanent installation of the utility facility – in compliance with the Buy America provisions of 23 CFR 635.410 as amended.
TOTAL BID AMOUNT (Unit IV):
TOTAL PROJECT BID AMOUNT (Units I, II, III, & IV):
TOTAL BID AMOUNT (Unit III):
CJS 074 WASTEWATER IMPROVEMENTS - UNIT IV
TOTAL BID AMOUNT (Unit II):
Page 2 of 3IH-35 Utility Relocations (from US380 to Milam Road)
IFB:7968-003
Oscar Renda Contracting
SEE U00017637 CITY OF DENTON AGREEMENT- RCSJ 0195-02-079
Form ROW-U-35
(Rev. 10/20)
Page 9
______ __________ ______ __________
Initial Date Initial Date
TxDOT Utility
Attachment “E”
Utility Joint Use Agreement – (ROW-U-JUA) and/or
Utility Installation Request – (Form 1082)
Utility Joint Use Agreement (ROW–U–JUA)
Utility Installation Review/Permit Number: DAL20230112140252
and DAL20230112135929
Form ROW-U-35
(Rev. 10/20)
Page 10
______ __________ ______ __________
Initial Date Initial Date
TxDOT Utility
Attachment “F”
Eligibility Ratio
Eligibility Ratio established: 100 %
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#
In Easement
(Eligible)
Existing # of Poles
or LF
In Public ROW
(Ineligible)
Existing # of Poles
or LF
1 0 0
2 84 22
3 90 385
4 238 96
Totals 412 503
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%
Form ROW-U-35
(Rev. 10/20)
Page 11
______ __________ ______ __________
Initial Date Initial Date
TxDOT Utility
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:
See narrative description and supporting documents, next pages.
Attachment G: Forced Betterment
Easement Justification
The city has had an ordinance in place prior to 2013 (see backup pages for time stamp date of
ordinance) that requires utilities to be placed in an easement when adjacent to TxDOT ROW. Therefore,
due to this ordinance, and the necessary relocation of water and sewer lines outside of the TxDOT ROW
and to comply with UAR, the City has obtained easements for this project, following the State Uniform
act and has performed independent TxDOT appraisals for all parcels and is seeking reimbursement for
these acquisitions.
Water Comparison HDPE to DIP
May 9, 2023
Ms Darla Payberah
TxDOT Dallas District
4777 East Highway 80
Mesquite, TX 75150
SUBJECT: Utility Easement Along TxDOT Rights-of-Way
Dear Ms. Payberah,
All utilities in a development shall be provided in street rights-of-way except in special
circumstances, one of which being when the development is along a TxDOT right-of-way. The
t of ways. This
has been in effect since the adoption of the 2002 Denton Development Code in subsection
35.21.4 and was carried over to the 2019 Denton Development Code in subsection 7.6.7.
If you have any questions, you may contact me at 940-349-8351 or via email at
erin.stanley@cityofdenton.com.
Sincerely,
Erin Stanley
Assistant Planner
OUR CORE VALUES
Form ROW-U-35
(Rev. 10/20)
Page 12
______ __________ ______ __________
Initial Date Initial Date
TxDOT Utility
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.
SEE U00017637 CITY OF DENTON AGREEMENT- RCSJ 0195-02-079
SEE U000XXXXX CITY OF DENTON AGREEMENT- RCSJ 0195-03-074
TxDOT Highway Project Number
0195-03-087
TxDOT Parcel 02
RCSJ 0195-03-091
From: US380/University Dr
To: US77/Barthold Dr.
Utility Longitudinal Stations:
STA 2114+35 LT TO STA 2114+65 LT
Existing Easement
Instrument Number
2015-148940
BEING 0.0467 ACRES IN THE FRANCIS BATSON
SURVEY A-43, BEING PART OF A 0.632 ACRE TRACT
KALYANS, INC.
CITY OF DENTON, DENTON COUNTY, TEXAS
U00011547
TxDOT Highway Project Number
0195-03-087
TxDOT Parcel 03
RCSJ 0195-03-091
From: US380/University Dr
To: US77/Barthold Dr.
Utility Longitudinal Stations:
STA 2115+25 LT TO STA 2115+75 LT
Existing Easement
Instrument Number
VOLUME N PAGE 147, VOLUME 542 PAGE 434,
VOLUME 568 PAGE 253, & VOLUME 579 PAGE 61
LOT 1 BLOCK A, STEPHEN AND GARY MARTIN
ADDITION
BEING 0.0497 ACRES IN THE FRANCIS BATSON
SURVEY A-43
MALA STRANA, LLC
CITY OF DENTON, DENTON COUNTY, TEXAS
U00011547
TxDOT Highway Project Number
0195-03-087
TxDOT Parcel 04
RCSJ 0195-03-091
From: US380/University Dr
To: US77/Barthold Dr.
Utility Longitudinal Stations:
STA 2115+99 RT TO STA 2120+97 RT
Existing Easement
Instrument Number
CABINET Y, PAGE 762-769
DOC# 2008-128111
LOT 11 RAYZOR RANCH NORTH
BEING 0.2009 ACRES IN THE FRANCIS BATSON
SURVEY A-43
HOME DEPOT USA, INC.
CITY OF DENTON, DENTON COUNTY, TEXAS
U00011547
TxDOT Highway Project Number
0195-03-087
TxDOT Parcel 05
RCSJ 0195-03-091
From: US380/University Dr
To: US77/Barthold Dr.
Utility Longitudinal Stations:
STA 2118+70 LT TO STA 2120+75 LT
Existing Easement
Instrument Number
VOLUME 7 PAGE 50
LOT 2 BLOCK 1 RINKER SUBDIVISION
BEING 0.0763 ACRES IN THE FRANCIS BATSON
SURVEY A-43, BEING PART OF A 0.178 ACRE TRACT
MARUTI JALARAM, LLC
CITY OF DENTON, DENTON COUNTY, TEXAS
U00011547
TxDOT Highway Project Number
0195-03-087
TxDOT Parcel 06
RCSJ 0195-03-091
From: US380/University Dr
To: US77/Barthold Dr.
Utility Longitudinal Stations:
STA 2121+31 LT TO STA 2122+64 LT
Existing Easement
Instrument Number
VOLUME 556, PAGE 63
VOLUME 568, PAGE 253
BEING 0.0703 ACRES IN THE FRANCIS BATSON
SURVEY A-43, BEING PART OF A 0.178 ACRE TRACT
COCONUT PROPERTIES, LLC
CITY OF DENTON, DENTON COUNTY, TEXAS
U00011547
TxDOT Highway Project Number
0195-03-087
TxDOT Parcel 08
RCSJ 0195-03-091
From: US380/University Dr
To: US77/Barthold Dr.
Utility Longitudinal Stations:
STA 2122+64 LT TO STA 2126+12 LT
Existing Easement
Instrument Number
VOLUME C PAGE 149
VOLUME 542 PAGE 433-434
LOT 2D BLOCK A FREEWAY PARK ADDITION
BEING 0.1597 ACRES IN THE FRANCIS BATSON
SURVEY A-43
PACES HOTEL, LLC
CITY OF DENTON, DENTON COUNTY, TEXAS
U00011547
TxDOT Highway Project Number
0195-03-087
TxDOT Parcel 09
RCSJ 0195-03-091
From: US380/University Dr
To: US77/Barthold Dr.
Utility Longitudinal Stations:
STA 2126+12 LT TO STA 2127+60 LT
Existing Easement
Instrument Number
DOC# 2016-2093
VOLUME 542 PAGE 433-434
LOT 2R BLOCK A, FREEWAY PARK ADDITION
BEING 0.0689 ACRES IN THE FRANCIS BATSON
SURVEY A-43
HEALTH SERVICE OF NORTH TEXAS, INC
CITY OF DENTON, DENTON COUNTY, TEXAS
U00011547
TxDOT Highway Project Number
0195-03-087
TxDOT Parcel 14
RCSJ 0195-03-091
From: US380/University Dr
To: US77/Barthold Dr.
Utility Longitudinal Stations:
STA 2140+85 RT TO STA 2144+99 RT
Existing Easement
Instrument Number
VOLUME 403 PAGE 392, VOLUME 510 PAGE 33,
VOLUME 510 PAGE 175, VOLUME 589 PAGE 491-494
BEING 0.0286 & 0.0665 ACRES IN THE FRANCIS
BATSON SURVEY A-43, PART OF A 3.011 ACRE TRACT
THREE WILLOWS LAND DEVELOPMENT, LLC
CITY OF DENTON, DENTON COUNTY, TEXAS
U00011547
TxDOT Highway Project Number
0195-03-087
TxDOT Parcel 15A
RCSJ 0195-03-091
From: US380/University Dr
To: US77/Barthold Dr.
Utility Longitudinal Stations:
STA 2145+54 RT TO STA 2159+49 RT
Existing Easement
Instrument Number
VOLUME 3214 PAGE 622-625
VOLUME 984 PAGE 890-891
BEING 0.6377 ACRES IN THE FRANCIS BATSON
SURVEY A-43, PART OF A 31.001 ACRE TRACT
HUNT WINDSOR, LLC
CITY OF DENTON, DENTON COUNTY, TEXAS
U00011547
TxDOT Highway Project Number
0195-03-087
TxDOT Parcel 15B
RCSJ 0195-03-091
From: US380/University Dr
To: US77/Barthold Dr.
Utility Longitudinal Stations:
STA 2159+49 RT TO STA 2162+76 RT
Existing Easement
Instrument Number
DOC# 2020-89
VOLUME 3214 PAGE 622-625
LOT 1 WINDSOR 35 ADDITION
BEING 0.1347 ACRES IN THE FRANCIS BATSON
SURVEY A-43
32 HUNDRED WINDSOR GARDENS LP & JRM
CITY OF DENTON, DENTON COUNTY, TEXAS
U00011547
TxDOT Highway Project Number
0195-03-087
TxDOT Parcel 16.1
RCSJ 0195-03-091
From: US380/University Dr
To: US77/Barthold Dr.
Utility Longitudinal Stations:
STA 2138+35 LT TO STA 2146+00 LT
Existing Easement
Instrument Number
VOLUME C, PAGE 287, VOLUME 682 PAGE 96-101,
VOLUME 691 PAGE 156-161
LOT 1 BLOCK 1 LIFEMARK RECOVERY CENTER
ADDITION, BEING 0.0250 & 0.0276 ACRES IN THE
FRANCIS BATSON SURVEY A-43
SALVAGING TEENS AT RISK INC. D/B/A
THE EDUCATOR CENTER
CITY OF DENTON, DENTON COUNTY, TEXAS
TxDOT Highway Project Number
0195-03-087
TxDOT Parcel 16
RCSJ 0195-03-091
From: US380/University Dr
To: US77/Barthold Dr.
Utility Longitudinal Stations:
STA 2147+58 LT TO STA 2156+52 LT
Existing Easement
Instrument Number
DOC# 2020-7
LOTS 1&2 BLOCK A KUBOTA ADDITION
BEING 0.1471 ACRES IN THE FRANCIS BATSON
SURVEY A-43
ZIMMERER DENTON, LLC
CITY OF DENTON, DENTON COUNTY, TEXAS
U00011547
TxDOT Highway Project Number
0195-03-087
TxDOT Parcel 17/18
RCSJ 0195-03-091
From: US380/University Dr
To: US77/Barthold Dr.
Utility Longitudinal Stations:
STA 2156+52 LT TO STA 2163+63 LT
Existing Easement
Instrument Number
DOC# 2019-298
VOLUME 2823 PAGE 539-540
VOLUME 5081 PAGE 4548-4552
LOTS 1R BLOCK A, I-35 RV CENTER
BEING 0.2378 ACRES IN THE FRANCIS BATSON
SURVEY A-43, BBB & C RR CO SURVEY A-141
RV LAND ACQUISITION LP
CITY OF DENTON, DENTON COUNTY, TEXAS
TxDOT Highway Project Number
0195-03-087
TxDOT Parcel 19
RCSJ 0195-03-091
From: US380/University Dr
To: US77/Barthold Dr.
Utility Longitudinal Stations:
STA 2162+76 RT TO STA 2188+71 RT
Existing Easement
Instrument Number
VOLUME 3278 PAGE 868-871
BEING 1.1972 ACRES IN THE N. WADE SURVEY A-
1407, PART OF A 17.864 ACRE TRACT
CATDENTON 35 FOUR, INC.
CITY OF DENTON, DENTON COUNTY, TEXAS
U00011547
TxDOT Highway Project Number
0195-03-087
TxDOT Parcel 20
RCSJ 0195-03-091
From: US380/University Dr
To: US77/Barthold Dr.
Utility Longitudinal Stations:
STA 2163+62 LT TO STA 2166+36 LT
Existing Easement
Instrument Number
CABINET M, PAGE 300
VOLUME 2823 PAGE 535-538
LOT 1 BLOCK B WESTERN HILLS BUSINESS PARK
BEING 0.2034 ACRES IN THE N. WADE SURVEY A-1407
WILBARGER STREET, LP
CITY OF DENTON, DENTON COUNTY, TEXAS
U00011547
TxDOT Highway Project Number
0195-03-087
TxDOT Parcel 21
RCSJ 0195-03-091
From: US380/University Dr
To: US77/Barthold Dr.
Utility Longitudinal Stations:
STA 2166+36 LT TO STA 2170+42 LT
Existing Easement
Instrument Number
CABINET H PAGE 224
LOT 1 BLOCK A WESTERN HILLS BUSINESS PARK
BEING 0.2578 ACRES IN THE N. WADE SURVEY A-1407
THE ROCKLINE-DENTON GROUP P/S
CITY OF DENTON, DENTON COUNTY, TEXAS
U00011547
TxDOT Highway Project Number
0195-03-087
TxDOT Parcel 25
RCSJ 0195-03-091
From: US380/University Dr
To: US77/Barthold Dr.
Utility Longitudinal Stations:
STA 2184+26 LT TO STA 2200+37 LT
Existing Easement
Instrument Number
N/A
LOT 1 BLOCK A WESTERN HILLS BUSINESS PARK
BEING 0.0413 ACRES IN THE BBB & C RR CO SURVEY
A-141, PART OF A 8.000 ACRE TRACT
LISA J. HARRIS INVESTMENT TRUST
CITY OF DENTON, DENTON COUNTY, TEXAS
U00011547
TxDOT Highway Project Number
0195-03-087
TxDOT Parcel 36/37
RCSJ 0195-03-091
From: US380/University Dr
To: US77/Barthold Dr.
Utility Longitudinal Stations:
STA 2220+52 LT TO STA 2223+05 LT
Existing Easement
Instrument Number
DOC# 2017-17603 & DOC# 2017-17605
BEING 0.1718 ACRES IN THE BBB & C RR CO SURVEY
A-141, PART OF A 3.973 ACRE TRACT
WESTGLEN PARTNERS LTD.
CITY OF DENTON, DENTON COUNTY, TEXAS
U00011547
TxDOT Highway Project Number
0195-03-087
TxDOT Parcel 38
RCSJ 0195-03-091
From: US380/University Dr
To: US77/Barthold Dr.
Utility Longitudinal Stations:
STA 2223+05 LT TO STA 2223+18 LT
STA 2225+58 LT TO STA 2232+14 LT
Existing Easement
Instrument Number
DOC# 2017-23
LOT 1 BLOCK A, LOVE’S TRAVEL STOP ADDITION
BEING 0.7397 & 0.0087 ACRES IN THE
BBB & C RR CO SURVEY A-141
LOVE’S TRAVEL STOPS & COUNTRY STORES, INC.
CITY OF DENTON, DENTON COUNTY, TEXAS
U00011547
TxDOT Highway Project Number
0195-03-087
TxDOT Parcel 39
RCSJ 0195-03-091
From: US380/University Dr
To: US77/Barthold Dr.
Utility Longitudinal Stations:
STA 2223+18 LT TO STA 2225+58 LT
Existing Easement
Instrument Number
DOC# 2017-17604
BEING 0.1659 ACRES IN THE BBB & C RR CO SURVEY
A-141, PART OF A 1.643 ACRE TRACT
MARK D. & MADELIENE M. FOSTER
CITY OF DENTON, DENTON COUNTY, TEXAS
U00011547
TxDOT Highway Project Number
0195-03-087
TxDOT Parcel 40
RCSJ 0195-03-091
From: US380/University Dr
To: US77/Barthold Dr.
Utility Longitudinal Stations:
STA 2231+37 RT TO STA 2229+91 RT
Existing Easement
Instrument Number
DOC# 2009-21, DOC# 1997-089216, &
VOLUME 676 PAGE 591-592
LOT 1 BLOCK A, DENTON TRAVEL CENTER ADDITION
PHASE 1
BEING 0.4960 ACRES IN THE A. WHITE SURVEY A-1406
TA OPERATING, LLC
CITY OF DENTON, DENTON COUNTY, TEXAS
U00011547