HomeMy WebLinkAboutContract 38565 (2) CITY OF FORT WORTH, TEXAS �'T =TAr
STANDARD AGREEMENT FOR ENGINEERING SEQ6S
This AGREEMENT is between the City of Fort Worth (the "CITY"), and Kimley-Horn
and Associates, Inc. (the "ENGINEER"), for a PROJECT generally described as.. Water and
Sanitary Sewer Main Relocations for the SH121T crossing west of the Hulen Street Bridge
within the Union Pacific Railroad Davidson Rail Yard.
Article I
Scope of Services
A. The Scope of Services is set forth in Attachment A.
Article II
Compensation
A. The ENGINEER's compensation is set forth in Attachment B.
Article III
Terms of Payment
Payments to the ENGINEER will be made as follows:
A. Invoice and Payment
(1) The Engineer shall provide the City sufficient documentation to reasonably
substantiate the invoices.
(2) The ENGINEER will issue monthly invoices for all work performed under this
AGREEMENT. Invoices are due and payable within 30 days of receipt.
(3) Upon completion of services enumerated in Article I, the final payment of any
balance will be due within 30 days of receipt of the final invoice.
(4) In the event of a disputed or contested billing, only that portion so contested will
be withheld from payment, and the undisputed portion will be paid. The CITY
will exercise reasonableness in contesting any bill or portion thereof. No interest
will accrue on any contested portion of the billing until mutually resolved.
(5) If the CITY fails to make payment in full to ENGINEER for billings contested in
good faith within 60 days of the amount due, the ENGINEER may, after giving 7
days' written notice to CITY, suspend services under this AGREEMENT until
paid in full, including interest. In the event of suspension of services, the
ENGINEER shall have no liability to CITY for delays or damages caused the-
CITY because of such suspension of services.
OFFICIAL RECORD
STANDARD ENGINEERING AGREEMENT(REV 10/06/05) CITY SECRETARY
Page 1 of 14 0 5—1 3—0 C) f 3 :"�WORTH,TX
Article IV
Obligations of the Engineer
Amendments to Article IV, if any, are included in Attachment C.
A. General
The ENGINEER will serve as the CITY's professional engineering
representative under this Agreement, providing professional engineering
consultation and advice and furnishing customary services incidental thereto.
B. Standard of Care
The standard of care applicable to the ENGINEER's services will be the degree
of skill and diligence normally employed in the State of Texas by professional
engineers or consultants performing the same or similar services at the time
such services are performed.
C. Subsurface Investigations
(1) The ENGINEER shall advise the CITY with regard to the necessity for
subcontract work such as special surveys, tests, test borings, or other
subsurface investigations in connection with design and engineering work
to be performed hereunder. The ENGINEER shall also advise the CITY
concerning the results of same. Such surveys, tests, and investigations
shall be furnished by the CITY, unless otherwise specified in
Attachment A.
(2) In soils, foundation, groundwater, and other subsurface investigations, the
actual characteristics may vary significantly between successive test
points and sample intervals and at locations other than where
observations, exploration, and investigations have been made. Because
of the inherent uncertainties in subsurface evaluations, changed or
unanticipated underground conditions may occur that could affect the total
PROJECT cost and/or execution. These conditions and cost/execution
effects are not the responsibility of the ENGINEER.
D. Preparation of Engineering Drawings
The ENGINEER will provide to the CITY the original drawings of all plans in ink
on reproducible plastic film sheets, or as otherwise approved by CITY, which
shall become the property of the CITY. CITY may use such drawings in any
manner it desires, provided, however, that the ENGINEER shall not be liable for
the use of such drawings for any project other than the PROJECT described
herein.
STANDARD ENGINEERING AGREEMENT(REV 10/06/05)
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E. Engineers Personnel at Construction Site
(1) The presence or duties of the ENGINEER's personnel at a construction site,
whether as on-site representatives or otherwise, do not make the ENGINEER or
its personnel in any way responsible for those duties that belong to the CITY
and/or the CITY's construction contractors or other entities, and do not relieve
the construction contractors or any other entity of their obligations, duties, and
responsibilities, including, but not limited to, all construction methods, means,
techniques, sequences, and procedures necessary for coordinating and
completing all portions of the construction work in accordance with the Contract
Documents and any health or safety precautions required by such construction
work. The ENGINEER and its personnel have no authority to exercise any
control over any construction contractor or other entity or their employees in
connection with their work or any health or safety precautions.
(2) Except to the extent of specific site visits expressly detailed and set forth in
Attachment A, the ENGINEER or its personnel shall have no obligation or
responsibility to visit the construction site to become familiar with the progress or
quality of the completed work on the PROJECT or to determine, in general, if
the work on the PROJECT is being performed in a manner indicating that the
PROJECT, when completed, will be in accordance with the Contract
Documents, nor shall anything in the Contract Documents or the agreement
between CITY and ENGINEER be construed as requiring ENGINEER to make
exhaustive or continuous on-site inspections to discover latent defects in the
work or otherwise check the quality or quantity of the work on the PROJECT. If,
for any reason, the ENGINEER should make an on-site observation(s), on the
basis of such on-site observations, if any, the ENGINEER shall endeavor to
keep the CITY informed of any deviation from the Contract Documents coming
to the actual notice of ENGINEER regarding the PROJECT.
(3) When professional certification of performance or characteristics of materials,
systems or equipment is reasonably required to perform the services set forth in
the Scope of Services, the ENGINEER shall be entitled to rely upon such
certification to establish materials, systems or equipment and performance
criteria to be required in the Contract Documents.
F. Opinions of Probable Cost, Financial Considerations, and Schedules
(1) The ENGINEER shall provide opinions of probable costs based on the
current available information at the time of preparation, in accordance with
Attachment A.
(2) In providing opinions of cost, financial analyses, economic feasibility
projections, and schedules for the PROJECT, the ENGINEER has no
control over cost or price of labor and materials; unknown or latent
conditions of existing equipment or structures that may affect operation or
maintenance costs; competitive bidding procedures and market conditions;
time or quality of performance by third parties; quality, type, management,
or direction of operating personnel; and other economic and operational
STANDARD ENGINEERING AGREEMENT(REV 10/06/05)
Page 3 of 14
factors that may materially affect the ultimate PROJECT cost or schedule.
Therefore, the ENGINEER makes no warranty that the CITY's actual
PROJECT costs, financial aspects, economic feasibility, or schedules will
not vary from the ENGINEER's opinions, analyses, projections, or
estimates.
G. Construction Progress Payments
Recommendations by the ENGINEER to the CITY for periodic construction
progress payments to the construction contractor will be based on the
ENGINEER's knowledge, information, and belief from selective sampling and
observation that the work has progressed to the point indicated. Such
recommendations do not represent that continuous or detailed examinations
have been made by the ENGINEER to ascertain that the construction contractor
has completed the work in exact accordance with the Contract Documents; that
the final work will be acceptable in all respects; that the ENGINEER has made
an examination to ascertain how or for what purpose the construction contractor
has used the moneys paid; that title to any of the work, materials, or equipment
has passed to the CITY free and clear of liens, claims, security interests, or
encumbrances; or that there are not other matters at issue between the CITY
and the construction contractor that affect the amount that should be paid.
H. Record Drawings
Record drawings, if required, will be prepared, in part, on the basis of
information compiled and furnished by others, and may not always represent the
exact location, type of various components, or exact manner in which the
PROJECT was finally constructed. The ENGINEER is not responsible for any
errors or omissions in the information from others that is incorporated into the
record drawings.
I. Minority and Woman Business Enterprise (M/WBE) Participation
In accord with City of Fort Worth Ordinance No. 15530, the City has goals for
the participation of minority business enterprises and woman business
enterprises in City contracts. Engineer acknowledges the M/WBE goal
established for this contract and its commitment to meet that goal. Any
misrepresentation of facts (other than a negligent misrepresentation) and/or the
commission of fraud by the Engineer may result in the termination of this
agreement and debarment from participating in City contracts for a period of
time of not less than three (3) years.
J. Right to Audit
(1) ENGINEER agrees that the CITY shall, until the expiration of three (3) years
after final payment under this contract, have access to and the right to examine
and photocopy any directly pertinent books, documents, papers and records of
the ENGINEER involving transactions relating to this contract. ENGINEER
agrees that the CITY shall have access during normal working hours to all
STANDARD ENGINEERING AGREEMENT(REV 10/06105)
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necessary ENGINEER facilities and shall be provided adequate and appropriate
work space in order to conduct audits in compliance with the provisions of this
section. The CITY shall give ENGINEER reasonable advance notice of
intended audits.
(2) ENGINEER further agrees to include in all its subconsultant agreements
hereunder a provision to the effect that the subconsultant agrees that the CITY
shall, until the expiration of three (3) years after final payment under the
subcontract, have access to and the right to examine and photocopy any
directly pertinent books, documents, papers and records of such subconsultant,
involving transactions to the subcontract, and further, that the CITY shall have
access during normal working hours to all subconsultant facilities, and shall be
provided adequate and appropriate work space, in order to conduct audits in
compliance with the provisions of this article together with subsection (3)hereof.
CITY shall give subcon-sultant reasonable advance notice of intended audits.
(3) ENGINEER and subconsultant agree to photocopy such documents as may be
requested by the CITY. The CITY agrees to reimburse ENGINEER for the cost
of copies at the rate published in the Texas Administrative Code in effect as of
the time copying is performed.
K. ENGINEER's Insurance
(1) Insurance coverage and limits:
ENGINEER shall provide to the City certificate(s) of insurance documenting
policies of the following coverage at minimum limits that are to be in effect prior
to commencement of work on the PROJECT:
Commercial General Liability
$1,000,000 each occurrence
$2,000,000 aggregate
Automobile Liability
$1,000,000 each accident on a combined single limit
or
$250,000 Property Damage
$500,000 Bodily Injury per person per occurrence
A commercial business policy shall provide coverage on "Any Auto", defined
as autos owned, hired and non-owned when said vehicle is used in the
course of the PROJECT.
STANDARD ENGINEERING AGREEMENT(REV 10l06/05)
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Worker's Compensation
Coverage A: Statutory limits
Coverage B: Employer's Liability
$100,000 each accident
$500,000 disease - policy limit
$100,000 disease-each employee
Professional Liability
$1,000,000 each claim
$2,000,000 aggregate
Professional liability shall be written on a claims-made basis and shall
contain a retroactive date prior to the date of the contract or the first date of
services to be performed, whichever is earlier. Coverage shall be maintained
for a period of 5 years following the completion of the contract. An annual
certificate of insurance specifically referencing this project shall be submitted
to the City for each year following completion of the contract.
(2) Certificates of insurance evidencing that the ENGINEER has obtained all
required insurance shall be delivered to the CITY prior to ENGINEER
proceeding with the PROJECT.
(a) Applicable policies shall be endorsed to name the CITY an Additional
Insured thereon, as its interests may appear. The term CITY shall include its
employees, officers, officials, agents, and volunteers as respects the
contracted services.
(b) Certificate(s) of insurance shall document that insurance coverage specified
in this agreement are provided under applicable policies documented
thereon.
(c) Any failure on part of the CITY to request required insurance documentation
shall not constitute a waiver of the insurance requirements.
(d) A minimum of forty-five (45) days notice of cancellation or materiG,' change in
coverage shall be provided to the CITY. A ten (10) days notice shall be
acceptable in the event of non-payment of premium. Such terms shall be
endorsed onto ENGINEER's insurance policies. Notice shall be sent to the
respective Department Director (by name), City of Fort Worth, 1000
Throckmorton, Fort Worth, Texas 76102.
(e) Insurers for all policies must be authorized to do business in the State of
Texas and have a minimum rating of A: VII in the current A.M. Best Key
Rating Guide or have reasonably equivalent financial strength and
solvency to the satisfaction of Risk Management.
STANDARD ENGINEERING AGREEMENT(REV 10/06/05)
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(f) Deductible limits, or self insured retentions, affecting insurance required
herein shall be acceptable to the CITY in its sole discretion; and, in lieu
of traditional insurance, any alternative coverage maintained through
insurance pools or risk retention groups must be also approved.
Dedicated financial resources or letters of credit may also be acceptable
to the City.
(g) Applicable policies shall each be endorsed with a waiver of subrogation
in favor of the CITY as respects the PROJECT.
(h) The City shall be entitled, upon its request and without incurring
expense, to review the ENGINEER's insurance policies including
endorsements thereto and, at the CITY's discretion, the ENGINEER may
be required to provide proof of insurance premium payments.
(i) The Commercial General Liability insurance policy shall have no
exclusions by endorsements unless the CITY approves such exclusions
in writing.
(j) For all lines of coverage underwritten on a claims-made basis, other than
Professional Liability, the retroactive date shall be coincident with or prior
to the date of the contractual agreement. The certificate of insurance
shall state both the retroactive date and that the coverage is claims-
made.
(k) The CITY shall not be responsible for the direct payment of any
insurance premiums required by this agreement and all insurance
required in this section, with the exception of Professional Liability, shall
be written on an occurrence basis.
(1) Sub consultants and subcontractors to/of the ENGINEER shall be
required by the ENGINEER to maintain the same or reasonably
equivalent insurance coverage as required for the ENGINEER. When
sub consultants/subcontractors maintain insurance coverage,
ENGINEER shall provide CITY with documentation thereof on a
certificate of insurance.
L. Independent Consultant
The ENGINEER agrees to perform all services as an independent consultant
and not as a subcontractor, agent, or employee of the CITY.
M. Disclosure
The ENGINEER acknowledges to the CITY that it has made full disclosure in
writing of any existing conflicts of interest or potential conflicts of interest,
including personal financial interest, direct or indirect, in property abutting the
proposed PROJECT and business relationships with abutting property cities.
The ENGINEER further acknowledges that it will make disclosure in writing of
STANDARD ENGINEERING AGREEMENT(REV 10i06105)
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any conflicts of interest that develop subsequent to the signing of this contract
and prior to final payment under the contract.
N. Asbestos or Hazardous Substances
(1) If asbestos or hazardous substances in any form are encountered or
suspected, the ENGINEER will stop its own work in the affected portions of
the PROJECT to permit testing and evaluation.
(2) If asbestos or other hazardous substances are suspected, the ENGINEER
will, if requested, assist the CITY in obtaining the services of a qualified
subcontractor to manage the remediation activities of the PROJECT.
O. Permitting Authorities - Design Changes
If permitting authorities require design changes so as to comply with published
design criteria and/or current engineering practice standards which the
ENGINEER should have been aware of at the time this Agreement was
executed, the ENGINEER shall revise plans and specifications, as required, at
its own cost and expense. However, if design changes are required due to the
changes in the permitting authorities' published design criteria and/or practice
standards criteria which are published after the date of this Agreement which
the ENGINEER could not have been reasonably aware of, the ENGINEER shall
notify the CITY of such changes and an adjustment in compensation will be
made through an amendment to this AGREEMENT.
Article V
Obligations of the City
Amendments to Article V, if any, are included in Attachment C.
A. City-Furnished Data
ENGINEER may rely upon the accuracy, timeliness, and completeness of the
information provided by the CITY.
B. Access to Facilities and Property
The CITY will make its facilities accessible to the ENGINEER as required for the
ENGINEER's performance of its services and will provide labor and safety
equipment as required by the ENGINEER for such access. The CITY will
perform, at no cost to the ENGINEER, such tests of equipment, machinery,
pipelines, and other components of the CITY's facilities as may be required in
connection with the ENGINEER's services. The CITY will be responsible for all
acts of the CITY's personnel.
C. Advertisements, Permits, and Access
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Unless otherwise agreed to in the Scope of Services, the CITY will obtain,
arrange, and pay for all advertisements for bids; permits and licenses required
by local, state, or federal authorities; and land, easements, rights-of-way, and
access necessary for the ENGINEER's services or PROJECT construction.
D. Timely Review
The CITY will examine the ENGINEER's studies, reports, sketches, drawings,
specifications, proposals, and other documents; obtain advice of an attorney,
insurance counselor, accountant, auditor, bond and financial advisors, and
other consultants as the CITY deems appropriate; and render in writing
decisions required by the CITY in a timely manner in accordance with the
project schedule in Attachment A.
E. Prompt Notice
The CITY will give prompt written notice to the ENGINEER whenever CITY
observes or becomes aware of any development that affects the scope or timing
of the ENGINEER's services or of any defect in the work of the ENGINEER or
construction contractors.
F. Asbestos or Hazardous Substances Release.
(1) CITY acknowledges ENGINEER will perform part of the work at CITY's
facilities that may contain hazardous materials, including asbestos
containing materials, or conditions, and that ENGINEER had no prior role
in the generation, treatment, storage, or disposition of such materials. In
consideration of the associated risks that may give rise to claims by third
parties or employees of City, City hereby releases ENGINEER from any
damage or liability related to the presence of such materials.
(2) The release required above shall not apply in the event the discharge,
release or escape of hazardous substances, contaminants, or asbestos is a
result of ENGINEER's negligence or if ENGINEER brings such hazardous
substance, contaminant or asbestos onto the project.
G. Contractor Indemnification and Claims
The CITY agrees to include in all construction contracts the provisions of Article
IV.E. regarding the ENGINEER's Personnel at Construction Site, and provisions
providing contractor indemnification of the CITY and the ENGINEER for
contractor's negligence.
STANDARD ENGINEERING AGREEMENT(REV 10/06/05)
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H. Contractor Claims and Third-Party Beneficiaries
(1) The CITY agrees to include the following clause in all contracts with
construction contractors and equipment or materials suppliers:
"Contractors, subcontractors and equipment and materials
suppliers on the PROJECT, or their sureties, shall maintain no
direct action against the ENGINEER, its officers, employees,
and subcontractors, for any claim arising out of, in connection
with, or resulting from the engineering services performed.
Only the CITY will be the beneficiary of any undertaking by the
ENGINEER."
(2) This AGREEMENT gives no rights or benefits to anyone other than the CITY
and the ENGINEER and there are no third-party beneficiaries.
(3) The CITY will include in each agreement it enters into with any other entity or
person regarding the PROJECT a provision that such entity or person shall
have no third-party beneficiary rights under this Agreement.
(4) Nothing contained in this section V.H. shall be construed as a waiver of any
right the CITY has to bring a claim against ENGINEER.
I. CITY's Insurance
(1) The CITY may maintain property insurance on certain pre-existing structures
associated with the PROJECT.
(2) The CITY will ensure that Builders Risk/Installation insurance is,maintained at
the replacement cost value of the PROJECT. The CITY may provide
ENGINEER a copy of the policy or documentation of such on a certificate of
insurance.
(3) The CITY will specify that the Builders Risk/Installation insurance shall be
comprehensive in coverage appropriate to the PROJECT risks.
J. Litigation Assistance
The Scope of Services does not include costs of the ENGINEER for required or
requested assistance to support, prepare, document, bring, defend, or assist in
litigation undertaken or defended by the CITY. In the event CITY requests such
services of the ENGINEER, this AGREEMENT shall be amended or a separate
agreement will be negotiated between the parties.
K. Changes
The CITY may make or approve changes within the general Scope of Services
in this AGREEMENT. If such changes affect the ENGINEER's cost of or time
required for performance of the services, an equitable adjustment will be made
through an amendment to this AGREEMENT with appropriate CITY approval.
STANDARD ENGINEERING AGREEMENT(REV 10106/05)
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Article VI
General Legal Provisions
Amendments to Article VI, if any, are included in Attachment C.
A. Authorization to Proceed
ENGINEER shall be authorized to proceed with this AGREEMENT upon receipt
of a written Notice to Proceed from the CITY.
B. Reuse of Project Documents
All designs, drawings, specifications, documents, and other work products of the
ENGINEER, whether in hard copy or in electronic form, are instruments of
service for this PROJECT, whether the PROJECT is completed or not. Reuse,
change, or alteration by the CITY or by others acting through or on behalf of the
CITY of any such instruments of service without the written permission of the
ENGINEER will be at the CITY's sole risk. The CITY shall own the final
designs, drawings, specifications and documents.
C. Force Majeure
The ENGINEER is not responsible for damages or delay in performance caused
by acts of God, strikes, lockouts, accidents, or other events beyond the control
of the ENGINEER.
D. Termination
(1) This AGREEMENT may be terminated only by the City for convenience on
30 days' written notice. This AGREEMENT may be terminated by either the
CITY or the ENGINEER for cause if either party fails substantially to perform
through no fault of the other and does not commence correction of such
nonperformance with 5 days of written notice and diligently complete the
correction thereafter.
(2) If this AGREEMENT is terminated for the convenience of the City, the
ENGINEER will be paid for termination expenses as follows:
a.) Cost of reproduction of partial or complete studies, plans, specifications
or other forms of ENGINEER'S work product;
b.) Out-of-pocket expenses for purchasing storage containers, microfilm,
electronic data files, and other data storage supplies or services;
c.) The time requirements for the ENGINEER'S personnel to document the
work underway at the time the CITY'S termination for convenience so
that the work effort is suitable for long time storage.
STANDARD ENGINEERING AGREEMENT(REV 10106/05)
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(3) Prior to proceeding with termination services, the ENGINEER will submit to the
CITY an itemized statement of all termination expenses. The CITY'S approval
will be obtained in writing prior to proceeding with termination services.
E. Suspension, Delay, or Interruption to Work
The CITY may suspend, delay, or interrupt the services of the ENGINEER for
the convenience of the CITY. In the event of such suspension, delay, or
interruption, an equitable adjustment in the PROJECT's schedule, commitment
and cost of the ENGINEER's personnel and subcontractors, and ENGINEER's
compensation will be made.
F. Indemnification
(1) The ENGINEER agrees to indemnify and defend the CITY from any loss,
cost, or expense claimed by third parties for property damage and bodily
injury, including death, caused solely by the negligence or willful
misconduct of the ENGINEER, its employees, officers, and subcontractors
in connection with the PROJECT.
(2) If the negligence or willful misconduct of both the ENGINEER and the
CITY (or a person identified above for whom each is liable) is a cause of
such damage or injury, the loss, cost, or expense shall be shared between
the ENGINEER and the CITY in proportion to their relative degrees of
negligence or willful misconduct as determined pursuant to T.C.P. & R.
Code, section 33.011(4) (Vernon Supplement 1996).
G. Assignment
Neither party shall assign all or any part of this AGREEMENT without the prior
written consent of the other party.
H. Interpretation
Limitations on liability and indemnities in this AGREEMENT are business
understandings between the parties and shall apply to all the different theories
of recovery, including breach of contract or warranty, tort including negligence,
strict or statutory liability, or any other cause of action, except for willful
misconduct or gross negligence for limitations of liability and sole negligence for
indemnification. Parties mean the CITY and the ENGINEER, and their officers,
employees, agents, and subcontractors.
I. Jurisdiction
The law of the State of Texas shall govern the validity of this AGREEMENT, its
interpretation and performance, and any other claims related to it. The venue
for any litigation related to this AGREEMENT shall be Tarrant County, Texas.
STANDARD ENGINEERING AGREEMENT(REV 10/06/05)
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J. Alternate Dispute Resolution
(1) All claims, disputes, and other matters in question between the CITY and
ENGINEER arising out of, or in connection with this Agreement or the
PROJECT, or any breach of any obligation or duty of CITY or ENGINEER
hereunder, will be submitted to mediation. If mediation is unsuccessful, the
claim, dispute or other matter in question shall be submitted to arbitration if both
parties acting reasonably agree that the amount of the dispute is likely to be less
than $50,000, exclusive of attorney's fees, costs and expenses. Arbitration shall
be in accordance with the Construction Industry Arbitration Rules of the
American Arbitration Association or other applicable rules of the Association
then in effect. Any award rendered by the arbitrators less than $50,000,
exclusive of attorney's fees, costs and expenses, will be final, judgment may be
entered thereon in any court having jurisdiction, and will not be subject to appeal
or modification except to the extent permitted by Sections 10 and 11 of the
Federal Arbitration Act (9 U.S.C. Sections 10 and 11).
(2) Any award greater than $50,000, exclusive of attorney's fees, costs and
expenses, may be litigated by either party on a de novo basis. The award shall
become final ninety (90) days from the date same is issued. If litigation is filed
by either party within said ninety (90) day period, the award shall become null
and void and shall not be used by either party for any purpose in the litigation.
K. Severability and Survival
If any of the provisions contained in this AGREEMENT are held for any reason
to be invalid, illegal, or unenforceable in any respect, such invalidity, illegality, or
unenforceability will not affect any other provision, and this AGREEMENT shall
be construed as if such invalid, illegal, or unenforceable provision had never
been contained herein. Articles V.F., VI.B., VI.D., VI.H., VI.I., and VI.J. shall
survive termination of this AGREEMENT for any cause.
L. Observe and Comply
ENGINEER shall at all times observe and comply with all federal and State laws
and regulations and with all City ordinances and regulations which in any way
affect this AGREEMENT and the work hereunder, and shall observe and comply
with all orders, laws ordinances and regulations which may exist or may be
enacted later by governing bodies having jurisdiction or authority for such
enactment. No plea of misunderstanding or ignorance thereof shall be
considered. ENGINEER agrees to defend, indemnify and hold harmless CITY
and all of its officers, agents and employees from and against all claims or
liability arising out of the violation of any such order, law, ordinance, or
regulation, whether it be by itself or its employees.
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Article VII
Attachments, Schedules, and Signatures
This AGREEMENT, including its attachments and schedules, constitutes the entire
AGREEMENT, supersedes all prior written or oral understandings, and may only be changed
by a written amendment executed by both parties. The following attachments and schedules
are hereby made a part of this AGREEMENT:
Attachment A- Scope of Services
Attachment B - Compensation
Attachment C -Amendments to Standard Agreement for Engineering Services
Attachment D - Project Schedule
Attachment E - Location Map
Executed this the JtVt day ofDAD-,, , 2009.
ATTEST: CITY OF FORT WORTH
1/L B
Y
Marty HendrR Fernando Costa
City Secretary Assistant City Manager
7
AP VAL R C ME D
contract Authnrizetl0�
S. Frank Crumb, P.E.
Date Director, Water Department
APPROV D ZS O FOO el� LEGALITY
Assistan ity Att ney
KIMLEY-HORN AND ASSOCIATES, INC.
ATTEST: ENGINEER
By:
Glenn A. Gary, P.E.
Senior Vice President
OFFICiTH,TX
RECORD
STANDARD ENGINEERING AGREEMENT(REV 10/06/05) VATyNETARi
Page 14 of 14
FT.
ATTACHMENT "A"
General Scope of Services
"Scope of Services set forth herein can only be modified by additions, clarifications, and/or
deletions set forth in the supplemental Scope of Services. In cases of conflict between the
Supplemental Scope of Services and the General Scope of Services, the Supplemental Scope
of Services shall have precedence over the General Scope of Services."
GENERAL
1) Preliminary Conference with City
The Engineer shall attend preliminary conferences with authorized representatives of
the City regarding the scope of project so that the plans and specifications which are to
be developed hereunder by the Engineer will result in providing facilities which are
economical in design and conform to the City's requirements and budgetary
constraints.
2) Coordination with Outside Agencies/Public Entities
The Engineer shall coordinate with officials of other outside agencies as may be
necessary for the design of the proposed street, and storm drain and/or water and
wastewater facilities/improvements. It shall be the Engineer's duty hereunder to secure
necessary information from such outside agencies, to meet their requirements.
3) Geotechnical Investigations
The Engineer shall advise the City of test borings, and other subsurface investigations
that may be needed. In the event it is determined necessary to make borings or
excavate test holes or pits, the Engineer shall in coordination with the City and the
City's geotechnical engineering consultant, draw up specifications for such testing
program. The cost of the borings or excavations shall be paid for by the City.
4) Agreements and Permits
The Engineer shall complete all forms/appiicatiuns to allow the City of Fort Worth to
obtain any and all agreements and/or permits normally required for a project of this size
and type. The Engineer will be responsible for negotiating and coordinating to obtain
approval of the agency issuing the agreement and/or permits and will make any
revisions necessary to bring the plans into compliance with the requirements of said
agency, including but not limited to highways, railroads, water authorities, Corps of
Engineers and other utilities.
5) Design Changes Relating to Permitting Authorities
If permitting authorities require design changes, the Engineer shall revise the plans and
specifications as required at the Engineers own cost and expense, unless such
changes are required due to changes in the design of the facilities made by the
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permitting authority. If such changes are required, the Engineer shall notify the City and
an amendment to the contract shall be made if the Engineer incurs additional cost. If
there are unavoidable delays, a mutually agreeable and reasonable time extension
shall be negotiated.
6) Plan Submittal
Copies of the original plans shall be provided on reproducible mylar or approved plastic
film sheets, or as otherwise approved by the Department of Engineering and shall
become the property of the City. City may use such drawings in any manner it desires;
provided, however that the Engineer shall not be liable for the use of such drawings for
any project other than the project described herein; and further provided, that the
Engineer shall not be liable for the consequences of any changes that are made to the
drawings or changes that are made in the implementation of the drawings without the
written approval of the Engineer.
PHASE 1
7) Right-of-Way, Easement and Land Acquisition Needs
The Engineer shall determine the rights-of-way, easement needs for the construction of
the project. Engineer shall determine ownership of such land and furnish the City with
the necessary right-of-way sketches, prepare necessary easement descriptions for
acquiring the rights-of-way and/or easements for the construction of this project.
Sketches and easement descriptions are to be presented in form suitable for direct use
by the Department of Engineering in obtaining rights-of-way, easements, permits and
licensing agreements. All materials shall be furnished on the appropriate City forms in a
minimum of four (4) copies each.
8) Design Survey
The Engineer shall provide necessary field survey for use in the preparation of Plans
and Specifications. The Engineer shall furnish the City certified copies of the field data.
9) Utility Coordination
The Engineer shall coordinate with all utilities, including utilities owned by the City, as to
any proposed utility liens or adjustment to existing utility lines within the project limits.
The information obtained shall be shown on the conceptual plans. The Engineer shall
show on the preliminary and final plans the location of the proposed utility lines,
existing utility lines, based on the information provided by the utility, and any
adjustments and/or relocation of the existing lines within the project limits. The
Engineer shall also evaluate the phasing of the water, wastewater, street and drainage
work, and shall submit such evaluation in writing to the City as part of this phase of the
project.
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10) Conceptual Plans
The Engineer shall furnish four (4) copies of the Phase 1 concept engineering plans
which include layouts, preliminary right-of-way needs and preliminary estimates of
probable construction costs for the Engineer's recommended plan. For all submittals,
the Engineer shall submit plans and documents for street/storm drain and
water/wastewater facilities. The Engineer shall receive written approval of the Phase 1
Plans from the City's project manager before proceeding with Phase 2.
PHASE 2
11) Design Data
The Engineer shall provide design data, reports, cross-sections, profiles, drainage
calculations, and preliminary estimates of probable construction cost.
12) Preliminary Construction Plans and Technical Specifications
The Engineer shall submit twenty (20) copies of Phase 2 preliminary construction plans
and five (5) copies of the preliminary technical specifications for review by the City and
for submission to utility companies and other agencies for the purposes of coordinating
work with existing and proposed utilities. The preliminary construction plans shall
indicate location of existing/proposed utilities and storm drain lines. The Engineer shall
receive written approval of the Phase 2 plans from the City's project manager before
proceeding with Phase 3.
PHASE 3
13) Final Construction Plans
The Engineer shall furnish five (5) copies of the final construction plans and contract
specifications for review by the City.
14) Detailed Cost Estimate
The Engineer shall furnish four (4) copies of detailed estimates of probable construction
costs for the authorized construction project, which shall include summaries of bid items
and quantities.
15) Plans and Specification Approval
The Engineer shall furnish an original cover mylar for the signatures of authorized City
officials. The Contract Documents shall comply with applicable local, state and federal
laws and with applicable rules and regulations promulgated by local, state and national
boards, bureaus and agencies. The Engineer shall receive written approval of the
Phase 3 plans from the City's project manager before proceeding with Phase 4.
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16) PHASE 4
Final Approved Construction Plans
The Engineer shall furnish 45 bound copies of Phase 4 final approved construction
plans and contract specifications. The approved plans and contract specifications shall
be used as authorized by the City for use in obtaining bids, awarding contracts, and
constructing the project.
17) Bidding Assistance
The Engineer shall issue addenda as appropriate to interpret, clarify, or expand the
bidding documents, and assist the owner in determining the qualifications and
acceptability of prospective constructors, subcontractors, and suppliers. When substitu-
tion prior to the award of contracts is allowed by the bidding documents, the Engineer
will advise the owner as to the acceptability of alternate materials and equipment
proposed by the prospective constructors.
18) Recommendation of Award
The Engineer shall assist in the tabulation and review of all bids received for the
construction of the project and shall make a recommendation of award to the City.
19) Prebid Conference
The Engineer shall attend the prebid conference and the bid opening, prepare bid
tabulation sheets and provide assistance to the owner in evaluating bids or proposals
and in assembling and awarding contracts for construction, materials, equipment, and
services.
PHASE 5
20) Preconstruction Conference
The Engineer shall attend the preconstruction conference.
21) Construction Survey
The Engineer shall be available to the City on matters concerning the layout of the
project during its construction and will set control points in the field to allow City survey
crews to stake the project. The setting of line and grade stakes and route inspection of
construction will be performed by the City.
22) Site Visits
The Engineer shall visit the project site at appropriate intervals as construction
proceeds to observe and report on the progress and the quality of the executed work.
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23) Shop Drawing Review
The Engineer shall review shop and erection drawings submitted by the contractor for
compliance with design concepts. The Engineer shall review laboratory, shop, and mill
test reports on materials and equipment.
24) Instructions to Contractor
The Engineer shall provide necessary interpretations and clarifications of contract
documents, review change orders and make recommendations as to the acceptability
of the work, at the request of the City.
25) Differing Site Conditions
The Engineer shall prepare sketches required to resolve problems due to actual field
conditions encountered.
26) Record Drawings
The Engineer shall prepare record drawings from information submitted by the
contractor.
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EXHIBIT "A-1"
SUPPLEMENTAL SCOPE OF SERVICES
(SUPPLEMENT TO ATTACHMENT"A")
CITY PROJECT No. 1332
WATER AND SANITARY SEWER RELOCATIONS WITHIN UPRR YARD FOR SH121T
The following is a clarification of the tasks that the ENGINEER will perform under ATTACHMENT
"A". Services under this attachment include engineering services for water and sanitary sewer
improvements:
Associated with the proposed UPRR improvements for the SH121T project the following
utilities, as shown in Attachment E1, are anticipated to be relocated:
Mill Lini3 {: ttOn�. m° " #a 4 t "a a te'..F i 3 d a,
. .
Name Alignment Along From To Approximate Size Relocation,
Length(ft) (in) Replacement or New
Water
48"WL F-8 UPRR Yard Ex.Sta 10+00 Ex.Sta.42+00 2,700 48 Relocation
Total Water2,700
=uIT "¢, .h # "
on ; zr y,,�Saa: a; �,_
tint Line tipC3i - .:.
Name Alignment Along From To Approximate Size Relocation,
Length(ft) (in) Replacement or New
Sanitary Sewer
M-134 Rogers Road Ex.Sta.56+28 Ex.Sta. 144+80 M-439 0 N/A Abandonment
M-156 Creek Ex.Sta.0+00 Ex.Sta.6+00 730 16 Relocation
M-134R' UPRR Yard Ex.Ste.0+00 Ex.Sta. 14+47 1,300 30 Relocation
Total Sanita Sewer 2,030
Upon receipt of notice to proceed, the ENGINEER Will perform the following tasks:
PART A—PRE-ENGINEERING
1" Initial Data Collection
A. Data Collection
The CITY will be responsible for making information, upon which the ENGINEER may
rely, available to the ENGINEER for review and production. The ENGINEER will
prepare a data collection log that includes data collection request, date of request,
date obtained and data collection items that remain outstanding. The scope for data
collection is as follows:
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1. Record Drawings — The CITY will assist the ENGINEER in identifying and
providing available record drawings related to infrastructure improvements within
the study area for completed water and sanitary sewer rehabilitation or
improvement projects, as well as any roadway or storm water projects that will
require water or sanitary sewer replacement or relocation improvements projects.
2. Maps — The CITY will assist ENGINEER in acquiring the CITY's existing digital
maps. Maps should include the following:
a. Block or R.O.W. maps
b. Utility maps (water, sewer, and storm sewer) in GIS format
c. Contour maps with contour intervals of 5 feet based on the source data
available from the CITY. Contour intervals will not be greater than 10-feet.
d. The CITY will provide the ENGINEER with the most recent aerial photography
of the study area.
3. Street/Roadway/Transportation Improvements — The CITY will assist ENGINEER
in acquiring the CITY's list of completed, in progress and planned (next 2 years)
Street/Roadway reconstruction, or overlay projects. The information should
contain the date of completion or project start date for locations within or adjacent
to the study areas.
4. Water Main Breaks — The CITY will assist ENGINEER in acquiring the CITY's
historical information on water main breaks in the study areas. The location,
water line size, water line material, and the nature of the break will be provided for
each instance. The CITY will provide this data in a digital data base format.
5. Water System Improvements — The CITY will assist ENGINEER in acquiring the
CITY's list of completed, in progress, and planned (next 2-5 years) water system
improvement and rehabilitation projects within the study areas. The CITY will
provide the nature of the project and completion date for completed projects or the
projected construction start date for planned projects.
6. Sanitary Sewer System Improvements — The CITY will assist ENGINEER in
acquiring the CITY's list of completed, in progress, and planned (next 2-5 years)
sanitary sewer system improvement and rehabilitation projects within the study
areas. The CITY will provide the nature of the project and completion date for
completed projects or the projected construction start date for planned projects.
KAI-2
7. Sanitary Sewer Overflow — The CITY will assist ENGINEER in acquiring the
CITY's historical information on sanitary sewer overflows in the study areas. The
location, sanitary sewer line size, sanitary sewer line material, and the cause of
the overflow will be provided for each instance. The CITY will provide this data in
available format.
8. Sanitary Sewer Inspection Report and Video —The CITY will assist ENGINEER in
acquiring the CITY's existing sanitary sewer inspection reports and videos in the
study areas. The CITY will provide a hard copy of the inspection report and a CD
of the video for each line.
9. Deliverables
a. The ENGINEER will submit the data collection log to the CITY.
B. Coordination with Other Utilities
The ENGINEER will prepare a data request letter notifying each organization of the
CITY's proposed project. The ENGINEER will attempt to collect information as listed
below. If the ENGINEER is unable to collect information in a reasonable time, the
CITY shall assist the ENGINEER in obtaining the information.
1. Atmos Gas Division
a. Horizontal and vertical location and size of existing gas lines and
appurtenances that are located within right-of-way and easements of the
proposed route.
b. The ENGINEER will request information such as schedule and construction
plans for gas infrastructure that is proposed to be installed or relocated within
the right-of-way and easements of the proposed route.
2. TXU Electric Delivery
a. Horizontal and vertical location and size of existing electric lines and
appurtenances that are located within right-of-way and easements of the
proposed route.
b. The ENGINEER will request information such as schedule and construction
plans for electric infrastructure that is proposed to be installed or relocated
within the right-of-way and easements of the proposed route.
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3. Telecommunication Companies
a. Horizontal and vertical location and size of existing telecommunication lines
and appurtenances that are located within right-of-way and easements of the
proposed route.
b. The ENGINEER will request information such as schedule and construction
plans for telecommunication infrastructure that is proposed to be installed or
relocated within the right-of-way and easements of the proposed route.
4. Cable Companies
a. Size, horizontal and vertical locations of existing cable lines and
appurtenances that are located within right-of-way and easements of the
proposed route.
b. The ENGINEER will request information such as schedule and construction
plans for cable infrastructure that is proposed to be installed or relocated
within the right-of-way and easements of the proposed route.
5. TxDOT/NTTA
a. Current information of roadway improvements showing horizontal, vertical and
drainage features of State Highway 121 including proposed right-of-way.
6. UPRR
a. Current information of railroad improvements showing horizontal, vertical and
drainage features including proposed right-of-way.
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2. Routing and Alignment Study
The ENGINEER will perform a routing and alignment study for the proposed water and
sanitary sewer lines as shown in the table below.
Tr 7777 i.Fri7-7 7
Name Alignment Along From TO Approximate Size Relocation,
Length(it) (in) Replacement or New
Water
48"WL F-8 UPRR Yard Ex.Sta 10+00. Ex.Sta.42+00 2,700 48 Relocation
Sewer
M-1 56 Creek Ex.Sta.0+00 Ex.Sta.6+00 730 16 Relocation
M-1 34 UPRR Yard Ex.Sta.0+00 Ex.Sta. 14+47 1,300 30 Relocation
Total 4,730 1
A. The ENGINEER will conduct a routing study which will consider two (2) possible
routes for the 48-inch water line and the 30-inch sanitary sewer main M-134R. For
16-inch sanitary sewer main M-156, the ENGINEER will consider three (3) possible
routes. The routing study will be based upon the 90% plan submittal for the UPRR
improvements and the NTTA Section 2 and 2B plans. In the ENGINEER'S evaluation
of the routes, the following project elements will be considered:
1. Probable construction cost
2. Project schedule
3. Easement/right-of-way requirements
4. Constructability
5. Accessibility for maintenance
6. Geologic considerations—topographic considerations
7. Conflicts with other existing and proposed utilities
8. Conflicts with UPRR and SH121T improvements
9. Hydraulics
B. The ENGINEER will prepare an exhibit for each alignment. The exhibit will contain:
the proposed and recommended alignments of the proposed water and sanitary
sewer lines, the alignments of the existing water and sanitary sewer lines,
approximate property boundaries, potential easements, accessibility and
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maintenance, opinion of probable construction costs (OPCC), hydraulics, and other
conflicts. The exhibit will be prepared with an aerial photograph, provided by the CITY
as the base.
C. Services to be provided by City
1. Attend progress meetings.
2. Review and provide comments of the routing and alignment study.
D. Deliverables
1. Five (5) copies of the exhibits of the recommended water and sanitary sewer
routes.
3. Review of UPRR Improvements
A. UPRR Construction Sequencing
1. The ENGINEER will perform up to but not exceed 50 hours to review the UPRR
Construction Plans and Sequencing concerning the existing 48-inch water line,
30-inch sanitary sewer line M-134, and 16-inch sanitary sewer line M-156. Any
services above 50 hours will be an additional service to this contract.
4. City Utility Relocation Project Management
A. Coordination Meetings
1. The ENGINEER will attend semi-monthly (every other week) meetings with the
CITY for project coordination. The ENGINEER will attend these meetings through
the completion of the project and is anticipating fifty six (56) total meetings for this
project.
2. The ENGINEER will attend monthly utility coordination meetings with the CITY
and the franchise utilities for project coordination. The ENGINEER will attend
these meetings through the completion of final design of the project and is
anticipating twelve (12) total meetings for this project.
3. The ENGINEER will attend design coordination meetings with the CITY and
UPRR to review the status of the project. The ENGINEER will attend these
meetings as directed by the City and is anticipating twelve (12) total meetings for
this project.
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4. The ENGINEER will attend construction coordination meetings with the CITY and
UPRR to review the status of the project. The ENGINEER will attend these
meetings as directed by the City and is anticipating fourteen (14) total meetings
for this project.
5. The ENGINEER will conduct the following for the public meetings:
a. One (1) meeting with property owners to discuss the proposed project
i. The ENGINEER will prepare one (1) exhibit, attend, and provide meeting
notes.
ii. The CITY will notify the property owner and attend each meeting.
B. Deliverables
1. Progress Reports
a. The ENGINEER will submit a monthly progress report to the City to show the
status of each task. The Progress Report will include a schedule by task
delivered in Microsoft Project format.
b. The ENGINEER will submit monthly documentation of Fair Contracting and
MNVBE participation to the CITY.
c. The ENGINEER will prepare these reports through the completion of the
project and is anticipating fourteen (14)total submittals for this project.
PART B -CONSTRUCTION PLANS AND SPECIFICATIONS
Upon approval of Part A, Section 6, ENGINEER will proceed with the survey for the design of this
project. The ENGINEER is anticipating that this part will be completed in one (1) bid package. The
following will be prepared for each segment:
1. Conceptual Engineering
A. Surveys for Design
1. ENGINEER will perform field surveys for 4,600 LF of water and sanitary sewer
lines to collect horizontal and vertical elevations and other information which will
be needed for use by the ENGINEER in design and preparation of plans for the
project. Survey services will be performed by the ENGINEER'S sub-consultant.
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Information gathered during the survey will include topographic data, elevations of
the sanitary and adjacent storm sewers rim/invert elevations, location of buried
utilities as marked on the surface, structures, and other features relevant to the
final plan sheets. For sewer lines located in alleys or backyards, ENGINEER will
obtain the following:
a. Obtain permission for surveying through private property.
b. Locate horizontal and vertical alignment of utility lines. Tie improvements,
trees, fences, walls, etc., horizontally along rear lines in an approximately 10'
wide strip. In addition, locate the rear house corners and building corners in
backyards.
c. Profile existing water and/or sewer line centerline.
2. The ENGINEER will compile base plan from field survey data at 1" =40' horizontal
and 1" =4'vertical scale.
3. ENGINEER will provide a copy of the following Information upon request by the
CITY:
a. Plans, plats, maps, legal descriptions, or other specified documents prepared
in conjunction with the requested services will be provided in a digital format
compatible with the electronic data collection and computer aided design and
drafting software currently in use by the CITY Department of Engineering. A
copy of the survey field notes will also be provided to the CITY, if requested.
The text data such as plan and profile, legal descriptions, coordinate files, cut
sheets, etc., will be provided in the American Standard Code for Information
Interchange (ASCII) format, drawing files will be provided in MicroStation
(DGN) or Autocad (DWG or DXF) format (currently Release 2007), or as
otherwise approved in writing by the CITY, and data collected and generated
during the course of the project will become the property of the CITY.
b. The minimum information to be provided in the plans will include the following:
i. Project Control Sheet, showing Control Points, used or set while gathering
data. Generally on a scale of not less than 1:400.
ii. The following information about each Control Point;
a. Identified existing City monument, PK Nail, or 5/8" Iron Rod.
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b. Provide X, Y and Z Coordinates, in an identified coordinate system,
and a referred bearing base. Z coordinates will be on CITY Datum
only.
c. Provide Descriptive Location of each Control Point.
iii. Provide Coordinates on P.C.'s, P.T.'s, P.I.'s, Manholes, Valves, etc., in the
same coordinate system, as the Control.
iv. No less than two horizontal control points, per right-of-way or easement
location will be provided.
v. Provide Bearings given on proposed centerlines, or baselines.
vi. Provide Station equations when appropriate.
vii. Obtain the "foot print" of properties where the sanitary sewer service line
and/or water service are to be relocated or rerouted.
4. Public Notification and Personnel/Vehicle Identification
a. Prior to conducting design survey, ENGINEER will notify affected residents of
the project in writing. The notification letter will be on company letterhead and
will include the following: project name, limits, DOE project no., ENGINEER's
project manager and phone no., scope of survey services and design survey
schedule. The letter will be reviewed and approved by the CITY prior to
distribution.
b. When conducting site visits to the project location, the ENGINEER or any of
its sub-consultants will carry readily visible information identifying the name of
the company and the company representative. Company vehicles will also be
readily identifiable.
B. Subsurface Utility Engineering for Design
1. The ENGINEER will identify locations for Subsurface Utility Engineering (SUE)
services along the route of the proposed water and sanitary sewer lines. Up to
two (2) locations of Level A and 330 LF of Level B SUE will be performed for this
project. SUE services will be performed by the ENGINEER'S sub-consultant.
Four different levels of SUE can be performed. The following is a description of
each level of service that may be performed for SUE:
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a. Level D—Collect existing utility record information from utility purveyors,
municipalities, counties, and other agency suppliers within the area of
investigation. Typical utilities included are: primary electric, telephone, cable
TV, fiber optic, gas, petroleum, water, sanitary sewer, and storm drain
systems.
b. Level C—Field locate and obtain horizontal position of visible utility surface
features for the utility systems described within Level D.
c. Level B— Indicate by marking with paint, the presence and approximate
horizontal location of subsurface utilities using geophysical prospecting
techniques, including electromagnetic, sonic, and acoustical techniques.
i. The utility markings on the ground are to be used for design purposes only
and not for construction.
d. Level A—Location (Test Hole) Services: Locating the horizontal and vertical
position of the utility by excavating a test hole using vacuum excavation
techniques and equipment. In performing locating (test hole) services
ENGINEER will:
i. Excavate test holes to expose the utility to be measured in such a manner
that uses reasonable professional effort to the safety of the excavation and
the integrity of the utility to be measured. In performing such excavations,
ENGINEER will comply with applicable utility damage prevention laws and
coordinate with utility inspectors, as reasonably required. Excavations will
be performed using specially developed vacuum excavation equipment
that is non-destructive to existing facilities. If contaminated soils are
discovered during the excavation process, the ENGINEER will notify the
CITY.
ii. Investigate, evaluate, measure and record a) actual depth to top of the
utility and b) outside diameter of utility and configuration of non-encased,
multi-conduit systems.
iii. Furnish and install markers directly above the centerline of utility structure
and in each excavated test hole.
iv. Backfill around exposed facility using excavated materials. Excavations
will be backfilled and compacted in lifts. Compaction will comply with
permit requirements.
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v. Provide permanent restoration of pavement within limits of original cut.
When tests holes are excavated in areas other than roadway pavement,
these disturbed areas will be restored as reasonably possible to the
condition that existed prior to excavation.
vi. Evaluate and compare field information with utility information described in
utility records and resolve conflicts.
C. Geotechnical and Pavement Investigations
1. The ENGINEER will identify locations for geotechnical investigations along the
routes of the proposed water and sanitary sewer lines. Up to fourteen (14)
locations will be bored to depths ranging from 25-feet to 60-feet, approximately
every 1,000-2,000 linear feet, depending upon their proximity to non-open cut
areas. Soil samples from the approximate pipe depth will be forwarded to the
ENGINEER's corrosion and tunneling sub-consultants. Geotechnical
investigations will be performed by the ENGINEER's geotechnical sub-consultant.
2. The ENGINEER will recommend locations of pavement coring as determined to
be reasonable necessary to determine pavement repair criteria. Pavement cores
will be performed by the CITY.
D. Corrosion Protection System
The scope of services includes field investigations, laboratory testing, electrical
continuity testing, current requirement testing, data analysis and reports to evaluate
approximately 2,700 linear feet of the proposed 48-inch water line along the proposed
alignment for this project.
1. Document Review and Project Management
This task consists of the preparatory services required in the office. The specific
elements are as follows:
a. The ENGINEER will review records for any history of corrosion related failures
and/or operational problems, data from previous corrosivity studies and any
existing corrosion protection records associated with the existing water lines.
The ENGINEER will confirm the location of electrical isolation devices, if any.
b. The ENGINEER will review the pipeline alignments with respect to crossings
of foreign pipelines and paralleling utility systems. Existing cathodic protection
systems and locations of foreign line test stations will be identified. Foreign
pipeline crossings will be considered.
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c. The ENGINEER will evaluate the pipeline alignment for possible induced AC
interference and the need for protection under fault conditions.
d. The ENGINEER will review as-built drawings and specifications for the
existing water lines with cathodic protection systems. The purpose of the
review will be to determine current pipe depth, location of pipeline features and
to select field sites for testing.
e. The ENGINEER will review previous test results on the existing water lines to
assure incorporation of the earlier data in the evaluation.
f. The ENGINEER will assess the need for additional test facilities on the
existing water lines. This analysis will then be confirmed during the very early
stages of the field survey.
2. Cathodic Protection Field Survey
a. The ENGINEER will obtain soil resistivity measurements at intervals not to
exceed 2,000-feet using ASTM G-57-95. The measurements will be taken to
depths of 5, 10, and 15-feet.
b. The ENGINEER will test soil samples for moisture content, pH, chloride ion
and conductivity. Water samples will be similarly tested with the addition of
sulfate ions.
c. The ENGINEER will create dimensional field sketches of possible locations for
cathodic protection anodes. Locations of secondary AC service and sites for
the installation of power supplies will be noted.
3. Data Analysis and Lab Services
a. The ENGINEER will evaluate soil resistivity test data including the use of
Barnes Layer techniques for determining resistivities of the soil layer where
the water lines are to be installed.
b. The ENGINEER will test soil samples in the laboratory for moisture content,
pH, chloride ion concentration, sulfide ion concentration and conductivity.
Water samples will be similarly tested, with the exception of moisture content.
Sulfate ion concentrations will be determined for water samples as well.
c. The ENGINEER will tabulate and analyze AC and DC interference test data
using computer models.
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d. The ENGINEER will compile data and analyze the conditions for galvanic and
electrolytic corrosion along the proposed pipeline route will be performed.
4. Corrosion Protection Design
Following the analysis of the electrical data and the soil test results, corrosion
protection and AC/DC interference mitigation requirements will be defined for 3
pipe types (ductile iron, welded steel pipe, and concrete pipe) for the proposed
water lines. Design criteria will include minimizing the impact of the severe soil
stresses in the area and a preference for sacrificial anode versus impressed
current cathodic protection. Specific design deliverables will include:
a. Recommendations for protective coatings based upon AWWA standards for
the proposed water lines.
b. Prepare a report that documents test data, analysis and an opinion of
probable construction cost for cathodic protection and interference control
systems.
E. Environmental Site Assessment Services
Environmental services are not included in this scope of services.
F. Trenchless Engineering
The scope consists of the design of the water and sanitary sewer crossings of the
UPRR anticipated for this project.
1. ENGINEER will review available site and geotechnical information and
recommend locations for borings along the conceptual alignment, along with
sampling and testing recommendations.
2. The ENGINEER will visit the site during the geotechnical investigations to observe
the soils as they are sampled.
3. After reviewing the geotechnical report, the ENGINEER will prepare conceptual
trenchless alignments for each crossing, including entry/exit locations based on
typical equipment layout/work area and identify constraints.
4. The ENGINEER will prepare a list of technical specification sections for trenchless
work.
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5. The ENGINEER will prepare a technical memorandum summarizing the
recommended trenchless construction approach for each crossing. The technical
memorandum will include description of risks identified from the site visit and
review of available information, recommendations of the applicable trenchless
pipeline construction methods, shaft construction methods (where applicable), and
pipe line material options; conceptual level opinion of probable construction costs
and construction schedule; typical work area requirements and equipment layout.
2. Preliminary Engineering
Upon approval of Part B, Paragraph 1.G.1.c., ENGINEER will prepare preliminary
construction plans as follows:
A. Overall water and/or sanitary sewer layout sheets and an overall easement layout
sheet(s).
B. Preliminary project plans and profile sheets which show the following: Proposed water
and sanitary sewer with plan view only (profile will be completed in Final Design) and
recommended pipe size, fire hydrants, water service lines and meter boxes, gate
valves, isolation valves and other pertinent information needed to construct the
project. Legal description (Lot Nos., Block Nos., and Addition Names) along with
property ownership will be provided on the plan view.
C. For sewer lines, pipelines scheduled for point repairs, rehabilitation and replacement
will be located on the base sheets prepared from survey information gathered under
Part B, Paragraph 1. Conflicts will be resolved where pipelines are to be rehabilitated
on the same line segment. Base sheets will reference affected or adjacent streets.
Where open-cut construction is anticipated, below and above ground utilities will be
located and shown on the base sheets.
D. Existing utilities and utility easements will be shown on the plan and profile sheets.
ENGINEER will coordinate with utility companies and the CITY to determine if any
future improvements are planned that may impact the project.
E. The design route for sewer service line reroute/relocation is not included in this
scope of services.
F. The ENGINEER will make provisions for reconnecting water and/or sanitary sewer
service lines which connect directly to any main being replaced, including
replacement of existing service lines within CITY right-of-way or utility easement.
When the existing alignment of a water and sanitary sewer main or lateral is
changed, provisions will be made in the final plans and/or specifications by the
ENGINEER to relocate service lines which are connected to the existing main and
connect said service lines to the relocated main.
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G. The ENGINEER will prepare standard and special detail sheets for water line
installation and sewer rehabilitation or replacement that are not already included in
the D-Section of the CITY'S specifications. These may include connection details
between various parts of the project, tunneling details, boring and jacking details,
waterline relocations, details unique to the construction of the project, trenchless
details, and special service lateral reconnections.
H. Right-of-Way Research
The ENGINEER will conduct preliminary research for availability of existing
easements where open-cut construction or relocation of existing alignments is
probable. Temporary and permanent easements will be appropriated based on
available information and recommendations will be made for approval by the CITY.
1. Utility Clearance Phase
The ENGINEER will consult with the CITY'S Water Department, Department of
Engineering, and other CITY departments, public utilities, private utilities, and
government agencies to determine the approximate location of above and
underground utilities, and other facilities that have an impact or influence on the
project.
ENGINEER will design CITY facilities to attempt to avoid or reduce conflicts with
existing utilities.
The ENGINEER will deliver a maximum of 13 sets of approved preliminary
construction plans to the CITY'S Utility Coordinator for forwarding to the utility
companies, which have facilities within the limits of the project.
J. Preliminary Construction Plan Submittal
1. The ENGINEER will prepare the preliminary plans and specifications based on the
approved schedule by the CITY. For this contract, the ENGINEER will prepare six
(6) preliminary plans and specifications submittals.
2. The ENGINEER will deliver two (2) sets of preliminary construction plans and two
(2) sets of technical specifications to CITY for review. The ENGINEER will
prepare 22"x34" preliminary plan sheets at a scale of 1"=40' horizontally and will
contain the following:
a. Cover Sheet
b. Sheet Index
EAI-15
c. Water and Sanitary Sewer General Notes
d. Overall location map & sheet reference for water and sanitary sewer sheets
e. Overall location map of existing water and sanitary sewer sheets
f. Control Point location and description sheets
g. Existing water and sanitary sewer lines to be abandon sheets
h. Water and sanitary sewer alignment (plan view, single line only) sheets and
will include the following:
i. Location of appurtenances to include service valves, manholes, meters,
change in pipe size, fire hydrants, cleanouts, bores, connections to
existing utilities, and other structures.
ii. Preliminary stationing
iii. Dimensions for right-of-way and water and/or sanitary sewer lines location
relative to the right-of-way
iv. Identify utilities and appurtenances to be abandoned or removed
V. North arrow and scale
vi. CITY map reference number
vii. Match line locations
viii. Survey information
ix. Proposed easements
X. Proposed improvements by others
i. Detail sheets
i. Applicable Standard Fort Worth Water, Sanitary Sewer, and Pavement
Repair Details
3. The ENGINEER will submit a preliminary opinion of probable construction cost
with the preliminary plans submitted.
EA1-16
3. Easements/Rights-of-way
The CITY will instruct the ENGINEER whether the CITY intends to pursue acquiring
easements or right-of-way for the proposed water and sanitary sewer relocations.
A. Easements/Rights-of-way Instrument Preparation
The ENGINEER will survey and prepare legal descriptions and easement/right-of-way
instruments on the parcels to be acquired. Legal descriptions will be prepared in
accordance with the CITY's requirements for up to six (6) parcels. The ENGINEER
will provide these legal documents to the CITY or TranSystems for use in the
appraisal, negotiation, closing, and filing of record phase of the acquisitions.
B. Deliverables
1. Six (6) easement/right-of-way instruments and five (5) temporary construction
easements.
4. Final Engineering Plan Submittal
A. Final Construction Documents will begin after approval of Part B, Paragraph 2.K.1.c.
Following CITY approval of the recommended improvements, the ENGINEER will
prepare final plans and specifications and contract documents (each plan sheet will
be stamped, dated, and signed by the ENGINEER) and submit two (2) sets of plans
and construction contract documents to the CITY for review and final approval. Plan
sets will be used for Part C activities.
The ENGINEER will prepare standard and special detail sheets for water line
installation and sewer rehabilitation or replacement that are not already included in
the D-Section of the CITY'S specifications. These may include connection details
between various parts of the project, tunneling details, boring and jacking details,
waterline relocations, details unique to the construction of the project, trenchless
details, and special service lateral reconnections.
B. Corrosion Protection Design
1. The ENGINEER will provide specifications for pipe joint electrical continuity
bonding, flange isolation, electrical isolation at cased crossings (for the proposed
48-inch water line). Test stations, stray current interference mitigation at foreign
pipeline crossings, AC interference mitigation, and cathodic protection.
EA1-17
2. The ENGINEER will submit drawings, as appropriate, in conjunction with each of
the above listed specifications. Plan views of AC and DC interference mitigation
and cathodic protection designs will be prepared. The locations of typical test
stations and other cathodic protection or AC/DC interference mitigation devices
will be scheduled and included in the drawings.
3. If the ENGINEER determines that additional cathodic protection is required for the
existing water lines, these services will be Additional Services to this Contract.
C. Final construction plan submittal
1. The ENGINEER will prepare the final plans and specifications based on the
approved schedule by the CITY. For this contract, the ENGINEER will prepare six
(6) final plans and specifications submittals.
2. The ENGINEER will deliver two (2) sets of final construction plans and two (2)
sets of the specifications and contract documents to CITY for review. The
ENGINEER will prepare 22"x34" final plan sheets at a scale of 1"=40' horizontally
and 1"=4' vertically. The plan sheets will contain the following information:
a. Cover Sheet
b. Sheet Index
c. Water and Sanitary Sewer General Notes
d. Project Specific Notes, By-Pass Pumping Requirements, and Shut Down and
Sequencing Sheets
e. Overall location map& sheet reference for water and sanitary sewer sheets
f. Overall location map of existing water and sanitary sewer sheets
g. Control Point locations and descriptions sheets
h. Existing water and sanitary sewer lines to be abandon sheets
i. Water and sanitary sewer plan and profiles sheets and will include the
following:
i. Location of appurtenances to include service valves, manholes, meters,
change in pipe size, fire hydrants, cleanouts, bores, connections to
existing utilities, and other structures.
EAl-18
ii. Stationing
iii. Dimensions for right-of-way and water and/or sanitary sewer lines location
relative to the right-of-way.
iv. Identify utilities and appurtenances to be abandoned or removed
v. North arrow and scale
vi. City of Fort Worth map reference number
vii. Match line locations
viii. Survey information
ix. Proposed easements
x. Proposed improvements by others
j. Detail Sheets
i. Applicable Standard Fort Worth Water, Sanitary Sewer, and Pavement
Repair Details
ii. Details developed specifically for this project, including air release and
vacuum valves and vaults, cathodic projection system, tunneling, pipe
assembly detail, blow off valve details, sanitary sewer manhole vaults,
odor control facilities (including electrical plans if necessary) and other
details required for construction of this project.
k. Traffic Control Plans
i. The ENGINEER will prepare approximately 6 traffic control details for the
construction of the proposed water and sanitary sewer lines.
I. Storm Water Pollution Prevention Plan (SWPPP)
i. The ENGINEER will prepare one (1) set of storm water pollution
prevention plans for the project that disturb areas greater than one (1)
acre.
EAl-19
3. The specifications and contract documents will include the following:
a. Cover Sheet
b. Notice to Bidders
c. Comprehensive Notice to Bidders
d. Special Instructions to Bidders
e. Minority and Women Business Enterprises Specifications
f. Proposal
g. General Conditions
h. Supplementary Conditions to Part C
i. Special Conditions
j. Additional Special Conditions
k. Special Specifications
I. Certificate of Insurance
m. Contractor Compliance with Worker's Compensation Law
n. Vendor Compliance to State Law
o. Maintenance, Payment and Performance Bonds
p. Contract
q. Pavement Thickness Logs
r. Geotechnical Bore Logs
s. Easement Documentation
4. The ENGINEER will submit a final opinion of probable construction cost with the
final plan submittal.
EA1-2o
D. Water and Sanitary Sewer Permits
1. ENGINEER will prepare the plans and specifications for permits associated with
this project. The ENGINEER anticipates submitting one (1) set of plans to each of
the following agencies for permits:
a. NTTA
i. Permit 1 — plans for one water line and two sanitary sewer lines along
SH-121T
b. US Army Corps of Engineers (COE) and Tarrant Regional Water District
(TRWD)
i. Permit 1 — plans for one sanitary sewer line within the 50-foot building
restriction easement.
2. Additional submittals for the proposed water and sanitary sewer lines or submittals
for the abandonment of the existing water and sanitary sewer lines will be
considered an additional service to this contract.
E. Contract Documents Assembly
1. The ENGINEER will add one (1) separate project to the construction
documents for this project. The Hulen to Como Part 1 48-inch water line
project will be added to this project.
F. Mylar Submittals
The ENGINEER will submit a final set of mylar drawings for record storage as follows:
1. Water and sanitary sewer plans will be submitted as one set of plans. Water and
sanitary sewer plans will be separate from paving and drainage plans. Sheets will
be standard size (22" x 34") with project numbers (Water/Sanitary Sewer and
TPW) prominently displayed.
2. For projects where paving/grading/drainage improvements occur on a Water
Department funded project with no T&PW funding involved, a separate set of
mylars with cover sheet will be submitted for TPW.
3. Signed plan sets will also be submitted as an Adobe Acrobat PDF format (version
6.0 or higher) file. There will be one (1) PDF file for the Water plan set and a
separate PDF file for the TPW plan set. Each PDF file will contain associated
EAl-21
sheets of the particular plan set. Sinqular PDF files for each sheet of a plan set
will not be accepted. PDF files will conform to naming conventions as follows:
a. Water and Sewer file name example — "X-35667_org36.pdf' where "X-35667"
is the assigned file number obtained from the City of Fort Worth, "_org"
designating the file is of an original plan set, "36" will be the total number of
sheets in this file.
Example: X-12755_org18.pdf
b. TPW file name example — "W-1956_org47.pdf' where "W-1956" is the
assigned file number obtained from the City of Fort Worth, "_org" designating
the file is of an original plan set, "47" will be the total number of sheets in this
file.
Example: W-0053_org3.pdf and K-0320_org5.pdf
c. Both PDF files will be submitted on one (1) Compact Disk, which will become
property of and remain with the City of Fort Worth. Floppy disks, zip disks, e-
mail flash media will not be accepted.
4. For information on the proper manner to submit PDF files and to obtain a file
number for the project, contact the Department of Engineering Vault at telephone
number (817) 392-8426. File numbers will not be issued to a project unless the
DOE number and proper fund codes have been assigned and are in the
Department of Engineering database.
PART C - PRE-CONSTRUCTION ASSISTANCE
The ENGINEER is anticipating that this part will be completed in one (1) bid package. The following
will be prepared for each segment:
1. Administration
A. Deliver Bid Documents
The ENGINEER will make available for bidding, upon request by the CITY, up to fifty
(50) sets of the final approved and dated plans and specifications and contract
documents for the project for distribution to potential bidders. The ENGINEER will
prepare a Notice to Bidders for publication by the CITY. The CITY will be responsible
for publication of the notice. The ENGINEER will be responsible for distribution of
bidding documents to prospective contractors, suppliers and plan rooms.
EAl-22
The ENGINEER will provide six(6) sets of plans for use by the CITY.
The ENGINEER will provide six (6) sets of unbound specifications and contract
documents to be used by the CITY for execution.
The ENGINEER will provide eight(8) sets of 11"X17" plans for use by the CITY.
The ENGINEER will provide one (1) mounted exhibits upon request by the CITY.
The ENGINEER will provide one (1) set of plans on Mylar.
B. Bidding Assistance
The ENGINEER will assist the CITY during the bidding phase, including preparation
and delivery of addenda to plan holders and responses to questions submitted to the
CITY by prospective bidders. ENGINEER will attend the scheduled pre-bid
conference.
The ENGINEER will assist in reviewing the bids for completeness and accuracy. The
ENGINEER will attend the project bid opening, develop bid tabulations in hard copy
and electronic format, and submit four (4) copies of the bid tabulation.
PART D -CONSTRUCTION PHASE SERVICES
The ENGINEER will provide professional construction phase services for the purpose of providing
assistance to CITY during construction. The following will be prepared for this project:
1. Preconstruction Conference
A. The ENGINEER will attend (1) preconstruction conference for this project prior to
commencement of Work.
2. Construction Survey
A. Construction survey is not included in the scope of service for this project.
3. Site Visit
A. Site visit are not included in the scope of services for this project. If the CITY
requests the ENGINEER to provide on-site construction observations, this will be an
additional service and will be performed as follows:
EAl-23
Provide on-site construction observation services during the construction phase of the
subject project. Observations will vary depending on the type of work being
performed by the contractors, the location, and the contractors' schedules.
Such visits and observations by the ENGINEER are not intended to be exhaustive or
to extend to every aspect of Contractor's work in progress. Observations are to be
limited to spot checking, selective measurement, and similar methods of general
observation of the Work based on the ENGINEER'S exercise of professional
judgment. Based on information obtained during such visits and such observations,
the ENGINEER will determine if Contractor's work is generally proceeding in
accordance with the Contract Documents, and the ENGINEER will keep the CITY
informed of the general progress of the Work.
The purpose of the ENGINEER'S visits to the site will be to enable the ENGINEER to
better carry out the duties and responsibilities assigned in this Agreement to the
ENGINEER during the construction phase by the CITY, and, in addition, by the
exercise of the ENGINEER'S efforts, to provide the CITY a greater degree of
confidence that the completed Work will conform in general to the Contract
Documents and that the integrity of the design concept of the completed Project as a
functioning whole as indicated in the Contract Documents has been implemented and
preserved by Contractor. The ENGINEER will not, during such visits or as a result of
such observations of Contractor's work in progress, supervise, direct, or have control
over Contractor's work, nor will the ENGINEER have authority over or responsibility
for the means, methods, techniques, equipment choice and usage, sequences,
schedules, or procedures of construction selected by Contractor, for safety
precautions and programs incident to Contractor's work, nor for any failure of
Contractor to comply with laws and regulations applicable to Contractor's furnishing
and performing the Work. Accordingly, the ENGINEER neither guarantees the
performance of any Contractor nor assumes responsibility for any Contractor's failure
to furnish and perform its work in accordance with the Contract Documents.
4. Shop Drawings
A. Review and recommend the appropriate action in respect to Shop Drawings for which
the Contractor is required to submit, but only for conformance with the information
given in the Contract Documents and compatibility with the design concept of the
completed Project as a functioning whole as indicated in the Contract Documents.
Such review and approvals or other action will not extend to means, methods,
techniques, equipment choice and usage, sequences, schedules, or procedures of
construction or to related safety precautions and programs. The ENGINEER will
review the following submittals:
EAI-24
1. Construction Shoring,
2. Casing Pipe or Tunnel Liner Plate,
3. Casing Spacers,
4. Water Pipe,
5. Sanitary Sewer Pipe,
6. Gate Valves,
7. Corporation stops and saddles,
8. Air Release Valves,
9. Structural Concrete,
10. Manhole Frame and Cover,
11. Embedment and Backfill, and
12. Corrosion Protection
5. Differing Site Conditions
A. Differing site conditions is not included in the scope of this project.
6. Record Drawings
A. Record Drawings are not included in the scope of this project and will be prepared by
the CITY.
7. Final Walk Through
A. The final walk through is not included in the scope of this project.
8. Limitation of Responsibility
A. The ENGINEER will not be responsible for the acts or omissions of any Contractor, or
of any of their subcontractors, suppliers, or of any other individual or entity performing
or furnishing the Work. The ENGINEER will not have the authority or responsibility to
stop the work of any Contractor.
EAl-25
ATTACHMENT"C"
Amendments to Standard Agreement
No modifications to the Standard Agreement were necessary for this project.
ATTACHMENT "D"
Schedule
ENGINEER will endeavor to meet the CITY's scheduling needs on this project. The ENGINEER will
complete the tasks defined Parts A through D, in the Scope of Services in 750 calendar days.
ATTACHMENT "B"
COMPENSATION AND SCHEDULE
Water and Sanitary Sewer Relocations with UPRR Yard for SH121T
City Project No. 1332
1. Compensation
A. The Engineer shall be compensated a total lump sum fee of $585,365. Payment of
the total lump sum fee shall be considered full compensation for the services
described in Attachment "A" and Exhibit "A-1" for all labor materials, supplies and
equipment necessary to complete the project. All permitting, application, and
similar project fees will be paid directly by the City.
B. The Engineer shall be paid monthly as described in Exhibit "13-1", Section 1-Method
of Payment.
C. Each invoice is to be verified as to its accuracy and compliance with the terms of
this contract by an officer of the Engineer.
II. Schedule
Final Plans and Contract Documents for bid advertisement shall be submitted within 760
calendar days, after the "Notice to Proceed" letter is issued.
A. Pre-Engineering Plans—20 calendar days
B. Conceptual Engineering Plans—75 calendar days
C. Preliminary Engineering Plans and Contract Documents—80 calendar days
D. Final Engineering Plans and Contract Documents—85 calendar days
E. Final Plans and Contract Documents for bid advertisement— 20 calendar days
F. Pre-Construction Assistance — 105 calendar days
G. Construction Phase Services—410 calendar days
B-1
EXHIBIT"B-1"
(SUPPLEMENT TO ATTACHMENT B)
METHOD OF PAYMENT
City Project No.1332
I. Method of Payment
The ENGINEER shall be paid monthly upon receipt of an invoice on the basis of statements
prepared from the books and records of account of the ENGINEER, based on the ENGINEERS'
estimate of the percentage of completion of the project, such statements to be verified as to
accuracy and compliance of the project, such statements to be verified as to accuracy and
compliance with the terms of this contract by an office of ENGINEER. Payment according to
statements will be subject to certification by the Director of the Department of Engineering or
his authorized representative that such work has been performed.
The aggregate of such monthly partial payments shall not exceed the following:
Until satisfactory completion of Exhibit A-1, Part B, Section 1 hereunder, a sum not to
exceed 30 percent of the lump sum fee.
Until satisfactory completion of Exhibit A-1, Part B, Section 2 hereunder, a sum not to
exceed 60 percent of the lump sum fee.
Until satisfactory completion of Exhibit A-1, Part B, Section 3 hereunder, a sum not to
exceed 90 percent of the lump sum fee.
Balance of earnings to be due and payable upon delivery to the City of plans and bid
documents for advertising as described in Exhibit A-1, Part C.
Note: If the ENGINEER determines in the course of making design drawings and
specifications that the construction cost estimate of $7,950,000 as estimated in Exhibit "B-4A"
will be exceeded, whether by change in scope of the project, increased costs or other
conditions, the ENGINEER shall immediately report such fact to the CITY's Director of the
Department of Engineering and, if so instructed by the Director of the Engineering Department
shall suspend all work hereunder.
EB-1
EXHIBIT "B-2"
(SUPPLEMENT TO ATTACHMENT "B")
HOURLY RATE SCHEDULE
Water and Sanitary Sewer Relocation within UPRR Yard for SH-121T
Kimley-Horn and Associates, Inc.
Senior Professional 1 $180-$220
Senior Professional II $140-$185
Professional $80-$125
Designer $120-$135
Technical Support $60-$110
Clerical/Administrative Support $60-$85
Effective January 1, 2009
EB-2
EXHIBIT "B-3A"
(SUPPLEMENT TO ATTACHMENT B)
SUMMARY TOTAL PROJECT FEES
Engineering Design Services Associated with
Water and Sanitary Sewer Relocations within UPRR yard for SH121T
City Project No. 1332
Consulting Firm Prime Responsibilitv Fee Amount Percent
Prime Consultant:
Kimley-Horn and Associates, Inc. Engineering $380,215 65.0%
MWBE Consultants:
Gorrondona and Associates, Inc. Survey, SUE, and Easements $54,400 9.3%
HVJ Geotechnical $43,200 7.4%
Gojer Structural $22,500 3.8%
Alpha Graphics#83 Reproduction $9,200 1.6%
Non-MWWBE Consultants:
Corrpro Cathodic Protection $5,850 1.0%
Cardnial Strategies SWPPP $2,000 0.3%
Bennett Trenchless Tunneling $68,000 11.6%
Total Fee Amount: $585,365 100.0%
Project Description Scope of Service Total Fee MWWBE Fee Percent
Engineering Services Water, Sewer $585,365 $129,300 22.1%
City's MWWBE Goal 18.0%
EB-3A
EXHIBIT"B-36"
(SUPPLEMENT TO ATTACHMENT B)
PROFESSIONAL SERVICES FEE
SUMMARY
Engineering Design Services Associated with
Water and Sanitary Sewer Relocations within UPRR yard for SH121T
City Project No. 1332
WATER
ENGINEERING DESIGN $133,535
SURVEY $33,825
REPRODUCTION $4,600
GEOTECHNICAL $15,600
TUNNELING $40,800
CATHODIC $5,850
SWPPP $1,000
10% SUBCONSULTANT FEE $10,167
ADDITIONAL SERVICES $69,900
SUBTOTAL $315,277
SEWER
ENGINEERING DESIGN $80,265
SURVEY $20,575
REPRODUCTION $4,600
GEOTECHNICAL $27,600
TUNNELING $27,200
STRUCTURAL $22,500
SWPPP $1,000
10% SUBCONSULTANT FEE $10,348
ADDITIONAL SERVICES $76,000
SUBTOTAL $270,088
TOTAL FEE
WATER DESIGN FEE $315,277
SEWER DESIGN FEE $270,088
GRAND TOTAL $585,365
EB-3B
EXHIBIT"B-3C"
(SUPPLEMENT TO ATTACHMENT B)
TOTAL FEE SUMMARY& DESIGN FEE BREAKDOWN
Engineering Design Services Associated with
Water and Sanitary Sewer Relocations within UPRR yard for SH121T
City Project No. 1332
A. SUMMARY OF TOTAL FEE
Service Description Water Sewer Total
Engineering Services including
Additional Services $281,452 $249,513 $530,965
Survey Fee $33,825 $20,575 $54,400
Total Fee $315,277 $270,088 $585,365
B. BREAKDOWN OF WATER AND SEWER FEES
(Less Survey Fees)
1. Total Water Fee(less Survey Fees)Breakdown by Concept, Preliminary and Final Design
a. Concept(30%) _ (Total Water Fee- Survey Fees)x(0.3) _ $84,436
b. Preliminary(60%) _ (Total Water Fee- Survey Fees)x (0.6) _ $168,871
c. Final(10%) _ (Total Water Fee-Survey Fees)x (0.1) _ $28,145
$281,452
2. Total Sewer Fee(less Survey Fees)Breakdown by Concept, Preliminary and Final Design
a. Concept(30%) _ (Total Sewer Fee- Survey Fees)x (0.3) _ $74,854
b. Preliminary(60%) _ (Total Sewer Fee-Survey Fees)x(0.6) _ $149,708
c. Final(10%) _ (Total Sewer Fee-Survey Fees)x (0.1) _ $24,951
$249,513
EB-3C
EXHIBIT"B-31)"
(SUPPLEMENT TO ATTACHMENT B)
FEES FOR SURVEYING SERVICES
Engineering Design Services Associated with
Water and Sanitary Sewer Relocations within UPRR yard for SH121T
City Project No. 1332
Water
Topographic Surveys 2,700 LF $6.25 /LF $16,875
Subsurface Utility Engineering (SUE) 1 LS $3,000 EA $3,000
Permanent Easements 4 EA $900 EA $3,600
Temporary Construction Easements 3 EA $900 EA $2,700
UP Flagman 9 Day $850 /Day $7,650
Total $33,825
Sewer
Topographic Surveys 1,900 LF $6.25 /LF $11,875
Permanent Easements 2 EA $900 EA $1,800
Temporary Construction Easements 2 EA $900 EA $1,800
UP Flagman 6 Day $850 /Day $5,100
Total $20,575
Survey Services Total $54,400
Water Department(Water&Sanitary Sewer) Subtotal $54,400
EB-3D
EXHIBIT"B-3E"
(SUPPLEMENT TO ATTACHMENT B)
FEES FOR REPRODUCTION SERVICES
Water and Sanitary Sewer Relocations within UPRR yard for SH121T
City Project No. 1332
SETS SHEET SHEETS TOTAL
1 Pre-Engineering-
Plans
($2.00/sheet x sheets/set+$1.00 binding/set) 2 $2.00 12 $50.00
2 Preliminary Design-
Plans
($2.00/sheet x sheets/set+$1.00 binding/set) 15 $2.00 35 $1,065.00
Specs
($0.035/page x page/report+ $1.25 binding/set) 2 $0.035 300 $23.50
3 Final Design-
Plans
($2.00/sheet x sheets/set+$1.00 binding/set) 2 $2.00 52 $210.00
Specs
($0.035/page x page/report+ $1.25 binding/set) 2 $0.035 300 $23.50
Mylar Final Plan Sheets
($7.50/sheet x sheets/set) 1 $7.50 52 $390.00
4 Bid Advertisement-
Plans
($2.00/sheet x sheets/set+ $1.00 binding/set) 50 $2.00 52 $5,250.00
Full Sized Plans-Water Dept.
($2.00/sheet x sheets/set+$1.00 binding/set) 6 $2.00 52 $630.00
Half Sized Plans-Water Dept.
($1.00/sheet x sheets/set) 8 $1.00 52 $424.00
Specs
($0.035/page x page/report+ $1.25 binding/set) 50 $0.035 300 $587.50
Specs For Execution
($0.035/page x page/report+ $1.25 binding/set) 6 $0.035 300 $70.50
5 Record Drawing Mylars-
Plans
($7.50/sheet x sheets/set) 1 $7.50 52 $390.00
6 Mounted Exhibits-
($36.00/sheet x sheets/set) 1 $36.00 2 $72.00
Reproduction Services Total $9,200.00
Water Department(Water&Sanitary Sewer)Subtotal $9,200.00
Note: services above will performed by an MWBE firm
EB-3E
EXHIBIT"B-3F"
(SUPPLEMENT TO ATTACHMENT B)
FEES FOR ADDITIONAL SERVICES
Engineering Design Services Associated with
Water and Sanitary Sewer Relocations within UPRR yard for SH121T
City Project No. 1332
General Additional Services: Water Sewer Total
Coordination Meetings $29,750 $29,750 $59,500
Routing and Alignment Studies $6,700 $15,500 $22,200
Traffic Control $0 $5,400 $5,400
NTTAITxDOT Permit $1,400 $1,400 $2,800
Nationwide Permit 12 $3,300 $0 $3,300
Construction Documents Assembly $3,050 $3,050 $6,100
UPRR Construction Sequencing $4,050 $4,050 $8,100
Pre-Construction Assistance $4,800 $4,800 $9,600
Conformance Documents $3,350 $3,350 $6,700
SUBTOTAL $56,400 $67,300 $123,700
Water Department Additional Services: Water Sewer Total
Pre-construction meeting $1,300 $1,300 $2,600
Shop Drawing Reviews $12,200 $7,400 $19,600
SUBTOTAL $13,500 $8,700 $22,200
TOTAL FOR ADDITIONAL SERVICES
Additional Services Total $69,900 $76,000 $145,900
Water Department(Water& Sanitary Sewer)Subtotal $145,900
EB-3F
City of Fort Worth
Water and Sanitary Sewer Relocations within UPRR Yard for SH121T
City Project No. 1332
Exhibit 13 4A
Kimley-Horn S Associates, Inc. Opinion of Probable Construction Cost
Client: City of Fort Worth Date: 4/2/2009
Project: Water&Sanitary Sewer Relocations for UPRR Relocations Prepared By: AKR
KHA No.: 061018OXX Checked By: CTD
Title: Summary Sheet: 1 of 5 Al
Project Description Total
Water Relocations
48-inch Water Line F8 2,700 LF $4,700,000
Total 2,700 LF $4,700,000
Sanitary Sewer Relocations
30-inch Sewer Line M-134R 1,300 LF $2,600,000
Sewer Line M-156 730 LF $640,000
Roger's Sewer Line Abandonment 0 LF $10,000
Total 2,030 LF $3,250,000
Total Water and Sanitary Sewer Relocations 4,730 LF $7,950,000
Basis for Cost Projection:
No Design Completed
❑ Preliminary Design
❑ Final Design
This total does not reflect engineering or technical services.
The Engineer has no control over the cost of labor, materials,equipment, or over the Contractor's methods of determining
prices or over competitive bidding or market conditions. Opinions of probable costs provided herein are based on the
information known to Engineer at this time and represent only the Engineer's judgment as a design professional familiar with
the construction industry.The Engineer cannot and does not guarantee that proposals, bids,or actual construction costs will
not vary from its opinions of probable costs.
K:\FTW_Marketing\Fort_Worth\SH-121-UPRR-Relocations\TECH\OPCC UPRR4+4+4-Contract.xls
Kimley-Horn &Associates, Inc. Opinion of Probable Construction Cost
Client: City of Fort Worth Date: 4/2/2009
Project: Water&Sanitary Sewer Relocations for UPRR Relocations Prepared By: AKR
KHA No.: 0610180XX Checked By: CTD
Title: nch Water Line F8 Sheet: 2 of 5
Item No. Item Description Quantity Unit Unit Price Cost
1 48-inch Water Pipe by Open Cut(All Depths) 1,750 LF $750.00 $1,312,550
2 72"Steel Casing Pipe by Other than Open Cut with 48-inch Carrier Pipe 950 LF $2,400.00 $2,280,000
w/Stainless Steel Casing Spacers
3 48"American Flow Control Resilient Seated Gate Valve with Vault 4 EA $85,000.00 $340,000
4 DI Pipe Fittings for 36-inch and larger pipe 1 LS $100,000.00 $100,000
5 Connection to Existing Water Line 1 LS $10,000.00 $10,000
6 6-inch PVC C-900 DR-14 Water Pipe by Open Cut(All Depths) 50 LF $50.00 $2,500
7 6-inch Resilient Seat Gate Valve with Box 2 EA $850.00 $1,700
8 Standard Fire Hydrant 2 EA $1,800.00 $3,600
9 Fire Hydrant Extension 10 VF $100.00 $1,000
10 Remove and Salvage Existing Gate Valve 1 EA $1,500.00 $1,500
11 Remove and Salvage Existing Air Release Valve 2 EA $1,500.00 $3,000
12 Remove and Salvage Existing Blow Off Valve 2 EA $1,500.00 $3,000
13 Abandon Existing 48-inch Water Main Filled with Cement Slurry Per Item 1,100 LF $20.00 $22,000
14 4-inch Combination Air Release and Vacuum Relief Valve with Vault 2 EA $9,000.00 $18,000
15 12-inch Blow Off Valve Assembly 2 EA $7,000.00 $14,000
16 Site Specific Trench Safety System 1,750 LF $5.00 $8,750
17 Exploratory Excavation(D-Hole) 2 EA $2,000.00 $4,000
18 Topsoil and Hydromulching 1,400 LF $10.00 $14,000
19 Corrosion Protection System 1 LS $16,200.00 $16,200
20 Concrete Curb and Gutter Replacement 300 LF $40.00 $12,000
21 Permanent HMAC Pavement and Non-Reinforced Concrete Base 350 LF $55.00 $19,250
22 Potentially Petroleum Contaminated Material Handling 100 LF $50.00 $5,000
23 Loading,Transportation,and Disposal of Contaminated Soil 150 CY $20.00 $3,000
24 Traffic Control 1 LS $10,000.00 $10,000
25 Construction Coordination with Union Pacific Railroad 1 LS $25,000.00 $25,000
Basis for Cost Projection: Subtotal: $4,230,000
No Design Completed Conting.(%,+/-) 10 $470,000
❑ Preliminary Design Total: 4 700,000
❑ Final Design
This total does not reflect engineering or technical services.
The Engineer has no control over the cost of labor,materials,equipment,or over the Contractor's methods of determining prices or over
competitive bidding or market conditions.Opinions of probable costs provided herein are based on the information known to Engineer at
this time and represent only the Engineer's judgment as a design professional familiar with the construction industry.The Engineer
cannot and does not guarantee that proposals, bids,or actual construction costs will not vary from its opinions of probable costs.
K:\FTW_Merketing\Fort Worth\SH-121-UPRR-Relocations\TECH\OPCC_UPRR4+4+4-Contract.xls
Kimley-Horn&Associates, Inc. Opinion of Probable Construction Cost
Client: City of Fort Worth Date: 4/2/200911
Project: Water&Sanitary Sewer Relocations for UPRR Relocations Prepared By: AKR11
KHA No.: 061018OXX Checked By: CTD11
Title: 30-inch Sewer Line M-134R Sheet: 3 of 5
Item No. Item Description Quantity Unit Unit Price Cost
1 30-inch Sewer Pipe with Backfill per D-24 650 LF $320.00 $208,000
2 42"Steel Casing by Other Than Open Cut with 30"Carrier Pipe w/Stainless 650 LF $2,000.00 $1,300,000
Steel Spacers
3 42"Steel Casing by Open Cut Stainless Steel Spacers 200 LF $750.00 $150,000
4 Junction Sanitary Sewer Manhole D-27 2 EA $85,000.00 $170,000
5 Modified Type"A"5-foot Diameter Sanitary Sewer Manhole,to 6'deep,D-27 2 EA $4,000,00 $8,000
6 Interior Manhole Protective Coating,DA-11,DA-14 or DA-15 130 VF $550.00 $71,500
7 Interior Junction Manhole Coating 20 VF $300.00 $6,000
8 Vacuum Testing of Sanitary Sewer Manholes,D-36 4 EA $200.00 $800
9 Pre-Construction Television Inspection of Sanitary Sewer Lines,D-35 1,000 LF $6.00 $6,000
10 Post-Construction Television Inspection of Sanitary Sewer Lines,D-38 1,300 LF $5.00 $6,500
11 Abandon Existing 30-inch Sewer Line filled with Cement Slurry Per Item DA-119 1,000 LF $50.00 $50,000
12 Concrete Curb and Gutter Replacement 350 LF $40.00 $14,000
13 Permanent Concrete Pavement Repair 1,000 SY $75.00 $75,000
14 Remove Existing Sanitary Sewer Manhole,D-29 5 EA $2,500.00 $12,500
15 Construction Coordination with Union Pacific Railroad 1 LS $25,000.00 $25,000
16 Exploratory Excavation(D-Hole),D-51 1 EA $2,000.00 $2,000
17 Traffic Control 1 LS $15,000.00 $15,000
18 Site Specific Trench Safety System,D-26 650 LF $2.00 $1,300
19 Topsoil and Hydromulching Per Item D-45 300 LF $7.00 $2,100
20 Potentially Petroleum Contaminated Material Handling 100 LF $50.00 $5,000
21 Loading,Transportation,and Disposal of Contaminated Soil 150 CY $20.00 $3,000
22 Storm Water Pollution Prevention Implementation 1 LS $5,000.00 $5,000
23 Jacking Shaft 2 EA $100,000.00 $200,000
Basis for Cost Projection: Subtotal: $2,336,700
No Design Completed Conting.(%,+/-) 10 $263,300
❑ Preliminary Design I Total: $2,600,000
❑ Final Design
This total does not reflect engineering or technical services.
The Engineer has no control over the cost of labor,materials,equipment,or over the Contractor's methods of determining prices or over
competitive bidding or market conditions.Opinions of probable costs provided herein are based on the information known to Engineer at this
time and represent only the Engineers judgment as a design professional familiar with the construction industry.The Engineer cannot and
does not guarantee that proposals,bids,or actual construction costs will not vary from its opinions of probable costs.
K:\FTW_Marketing\Fort_Worth\SH-121-UPRR-Relocations\TEC H\OPCC_UPRR4+4+4-Contract.xls
Kimley-Horn &Associates, Inc. Opinion of Probable Construction Cost
Client: City of Fort Worth Date: 4/2/2009
Project: Water&Sanitary Sewer Relocations for UPRR Relocations Prepared By: AKR
KHA No.: 061018OXX Checked B : CTD
Title: Sewer Line M-156 Sheet: 4 of 5
Item No. Item Description Quantity Unit Unit Price Cost
1 30"Steel Casing by Other Than Open Cut with 16"Carrier Pipe w/ 285 LF $950.00 $270,750
Stainless Steel Spacers
2 16-inch Sewer Pipe with Backfill per D-24 415 LF $150.00 $62,250
3 30"Steel Casing by Open Cut Stainless Steel Spacers 175 LF $650.00 $113,750
3 14-inch Sewer Pipe with Backfill per D-24 30 LF $125.00 $3,750
4 10-inch Sewer Pipe with Backfill per D-24 30 LF $100.00 $3,000
5 Junction Sanitary Sewer Manhole D-27 1 EA $25,000.00 $25,000
6 Modified Type"A"5-foot Diameter Sanitary Sewer Manhole,to 6'deep,D- 2 EA $8,000.00 $16,000
27
7 Std.5-foot Diameter Sanitary Sewer Manhole,to 6'deep,D-27 1 EA $5,000.00 $5,000
8 Added Depth for 5-foot Diameter Sanitary Sewer Manholes Greater than 22 VF $300.00 $6,600
6'Deep, D-27
9 Bolted Access Manhole 2 EA $2,500.00 $5,000
10 Interior Manhole Protective Coating,DA-11,DA-14 or DA-15 55 VF $200.00 $11,000
11 Interior Junction Manhole Coating 5 VF $300.00 $1,500
12 Abandon Existing 16-inch Sewer Line filled with Cement Slurry Per Item 600 LF $7.00 $4,200
DA-119
13 Pre-Construction Television Inspection of Sanitary Sewer Lines, D-35 600 LF $4.00 $2,400
14 Post-Construction Television Inspection of Sanitary Sewer Lines,D-38 760 LF $3.00 $2,280
15 Concrete Encasement Per Item D-49 60 LF $40.00 $2,400
16 Storm Drain Culvert Penetration 1 LS $5,000.00 $5,000
17 Storm Water Pollution Prevention Implementation 1 LS $10,000.00 $10,000
18 Site Specific Trench Safety System,D-26 445 LF $2.00 $890
19 Topsoil and Hydromulching Per Item D-45 445 LF $7.00 $3,115
20 Construction Coordination with Union Pacific Railroad 1 LS $25,000.00 $25,000
Basis for Cost Projection: Subtotal: $578,885
❑Q No Design Completed Conting.(%,+/-) 10 $61,115
❑ Preliminary Design Total: 640 000
❑ Final Design
This total does not reflect engineering or technical services.
The Engineer has no control over the cost of labor,materials,equipment,or over the Contractor's methods of determining prices or over
competitive bidding or market conditions.Opinions of probable costs provided herein are based on the information known to Engineer at
this time and represent only the Engineer's judgment as a design professional familiar with the construction industry. The Engineer
cannot and does not guarantee that proposals,bids,or actual construction costs will not vary from its opinions of probable costs.
K:\FTW_Marketing\Fort_Worth\SH-121-UPRR-Relocations\TECH\OPCC UPRR4+4+4-CoMract.xls
Kimley-Horn &Associates, Inc. Opinion of Probable Construction Cost
Client: City of Fort Worth Date: 4/2/2009
Project: Water&Sanitary Sewer Relocations for UPRR Relocations Prepared By: AKR
KHA No.: 061018OXX Checked By: CTD
Title: Roger's Sewer Line Abandonment Sheet: 5 of 5
Item No. Item Description Quantity Unit Unit Price Cost
1 Abandon Existing 8-inch Sewer Line filled with Cement Slurry Per Item DA 525 LF $4.00 $2,100
119
2 Cut and Plug Existing Sanitary Sewer Main 2 EA $500.00 $1,000
3 Pre-Construction Television Inspection of Sanitary Sewer Lines,D-35 525 LF $4.00 $2,100
4 Site Specific Trench Safety System,D-26 50 LF $2.00 $100
5 Permanent Asphalt Pavement Repair with Reinforced Concrete Base per 50 LF $55.00 $2,750
Basis for Cost Projection: Subtotal: $8,050
EJ No Design Completed Conting.(%,+/-) 10 $1,950
❑ Preliminary Design Total: 10 000
❑ Final Design
This total does not reflect engineering or technical services.
The Engineer has no control over the cost of labor,materials,equipment,or over the Contractor's methods of determining prices or over
competitive bidding or market conditions.Opinions of probable costs provided herein are based on the information known to Engineer at
this time and represent only the Engineer's judgment as a design professional familiar with the construction industry.The Engineer
cannot and does not guarantee that proposals,bids,or actual construction costs will not vary from its opinions of probable costs.
K:\FTW_Marketing\Fort_Worth\SH-121-UPRR-Relocations\TECH\OPCC UPRR4+4+4-Contract.xls
Attachment D
City Project No. 1332
Water and Sanitary Sewer Relocations within UPRR Yard for SM 21T
April 6,2009
ID Task Nave Durelien Start I FiMM Predecessors 2009 12010 2011
Jan Feb Ma Jun Jul Oct Nov Dec Jsn Feb Ma Jun Jul AugSep I Oct I Nov I Dec I Jan I Feb Mar Jun
1 and SerNti ry Sewer Re10ca0orw 542 Aryl Fri MA4199 Men 511MI aaaw
2 Pm-Engineariog 11 hays Fri 424M Fri SIMW
3 Mial Dow co0sc0oat 3 dop Fri MUM Tue 4/24109 to
4 Kick41 Meeting with City 1 hay Fri 424109 Fri 424)09 _
5 Date Collection 1 day Mon 427109 Mon 427109 4
6 Coordination with other Ager-es 2 days Mon 427109 Tue 42B108 4
7 Prepare subcaretAlard cadracts 2 days Mon 4/27109 Tue 4MM 4
8 Roubq and A9gnaterd Studies 9 Arys Tue 41014M Fri S18199
9 Finalize ftr-.ras 2 drys Tue 426109 Wed 429/09 5
10 Swrnh altgreneMs to City ier review 1 dry Thu 413Gt09 Thu 4130109 9
11 City review and comments 5 days Fri 5/1109 Thu 5/710910
12 ABpranem Approml 1 dry Fri 5MM Fri SMM11
13 Conceptual Englneering 40 Arys Mon MUM FA BM9M
14 Survey 40 Arys him 427M FA 8M9109
15 Idadily survey priorities 1 dry Men 427109 Men 427109 4
16 Right of entry 5 days Men 427109 Fri 511109 4
17 Meetag with surveyor 1 day Wed 429109 Wed 429M9 15,7
18 Field Survey 30 days Men 54109 Fri 611200916.17
19 Submittal to KNA 5 days Men 6115109 Fri 6119M 18
20 Geobdmical Mvptlgstlons 27 drys Men 4127M Tus elm
21 Iderdily bore pniardles 1 dry Men 427109 Men 427109 4
22 Right of teary 5 days Men 427109 Fri 511109 4
23 Meeting with geotech 1 dry Wed 429109 Wed 429M 21,7
24 Field Investigations 6 days Men 54109 Men 5r11109 23.22 _
25 Drell Boring Logs 3 days Tue 5112109 Thu 5114109 24
26 Testing 15 days Tue 5112109 Mon 611M 24
27 Submittal to KHA 1 dry Tue 6K2M Tue MM 26
28 Trendless k—ago6om 19 drys Wed CAM Mon 6126/09
29 Mastkg with trarcltless engineer 1 dry Wed AIMM Wed MAW 7
30 Field investigations 5 drys Mon 54M9 Fri SSW 22,29
31 Teotnical Memo 10 days Mon 5111109 Fri 522/09 30
32 Submittal to KFW 1 dry Mon 525109 Men V25M 31
33 Canoelen Prabeth— 38 Arye Mon 4127M Wed 6/17M
34 Right of entry 5 days Mon 427109 Fri 511109 4
35 Meerag with canoslm agk,ee, 1 dry Wed 429/09 Wed 4r"M 7 -
36 Fidd lnvmtgWiora 10 days Mon 54/09 Fri 5115M 35,34
37 Receive Bore Sernples 1 dry Tue 62209 Tue 62/OB 36,26
38 Canasiar Report 10 days Wed b3109 Tue 6r16109 37
39 Submittal to KFW 1day Wed 6M7109 Wed6/1710938
40 Prearrrkray Engkwe h 44 dop Mon VVM Thu W20109
41 prepare Plena 26 drys Mon W22M him 727109
42 Breakdown Survey 1 dry Mon 62M Men 872210919,12,27,32
43 Setup General shn 5 days Tue 823109 Mon 629M 42
44 Was end Sewn Plan 8 SMs 10 days Tue 87d0108 Mon 7/13M 43
45 Dera9 Shia 2 days Tue 7/14M Wed 7115M 44
46 Prepare OPCC 1 dry Thu 7/16/09 Thu 7116M 45
47 Welk Atlg—I 1 day Fri 7117109 Fri 7/17/0946
48 OA/OC 1 day Mon 720/09 Mw 720109 47
49 Revision 5 days Tue 721109 Mw 727109 48
50 Preliminary Plates Submittal 10 drys Tue 7/28N9 Thu 820009
51 Meeting with City 1 day Tue 728/09 Tue 728M 49 �7128
52 Meetings with NTTA/UPRR 1 dry Tue 726T9 Tue MAM 49
53 Submit Preiimiro y Plan to City,SW P,and UPRR 1 day Wed 729109 Wed 72M 52
54 City Review 10 drys Thu 7/30I09 Wed 8/12009 53
55 NTTA and UPRR Review 15 days Thu 7/30/09 Wed 8/19109 53
56 Address Cornmwts 1 dry Thu 820V09 Thu fl1OM 54.55
57 Easenwrit Acquisition 69 drys Fri 821109 Wed 11125MO
58 Prepare E—erd Documeres 10 days Fri 8121109 Thu 9/3109 56
59 SubmMal to city 1 day Fri 914109 Fri 9/4109 58
Project:Schedule-Wh-Swr-UPRR.mpp Task O Progress Summary Weasaaaaaaaaa-7 External Tasks _ Split
Date:Tue 4114M Split ................. Mast— ♦ Projeoi Saamary Eldemal MleTask
Page 1
Attachment D
City Project No. 1332
Water and Sanitary Sewer Relocations within UPRR Yard for SH121T
April 6,2009
ID ask Nave Duration Sled Finish Predeteetors 2009 2010 2011
Jan I Feb I Ma I Apr I May I Jun I Jig I :eblMff Jun Jul Aug SepOct Nov Dec Jan Feb Ma Jun
60 City Review 5 days Mon SUM Fri 9111109 59
61 Revaiare 2 days Mm 9/14109 Tue 9/15/0960
62 Final SubMRW 1 day Wed 9/16/09 Wed 9/16/0961 .
63 Eeaernent Acquisition 50 days Thu 9117/09 Wed 11/25M 62
64 Fiml Design Plan SubmMW 83 days Fri N21M Trw 12M"
65 Prepen Pbm 46 days Fri 821M Fri 10/l100
66 General Shts 2 days Fri 8/21M Mm 8124M 56
67 Water and Sewer PI"8 Shts 15 days Tue 8/29M Mon 9114109 66
88 Stnatwel 15 days Tue 8/2509 Mm QM4/09 66
69 Carocion Plae 10 days Tut 9115M Mm VAM 67,39
70 Delal Stint 2 days Tue 9/15% Wed 9/16MID 67,68
71 SNA Down 8 Sequencing 5 days Tue 9115M Mm W21/09 67
72 Traft Cmad 10 days Tub 922/09 Mm 1015%71
73 Spituftaams 5 days Tub 101N09 Mm 10M20O9 70,72
74 OPCC 2 deys Tue 10/13109 Wed 10114/00 69,73
75 Welk Alignment 1 day, Thu 10115M Thu 10115/09 74
76 QA/OC 1 day 116108 Fri 10 Fri 10✓16M9 75
77 Revise plan 5 days Mon 10/19A9 Fri 1N23IOB 76
78 95%SubmMW 30 days Mon 10 MU Fri 1214 MO
79 Meeting with city 1 day, Mon tU26g9 Mm 1V26109 77 10120
80 MeW gs with NTTA and UPRR 1 day Mon/0128109 Mm 10/AM T7
81 95%Plat Submittal 2 days Tue 10127M Wed IMAM 79,80
82 City Review 10 days Thu 1N20009 Wed 11/11109 81
83 NTTA1TIm0T Permit 20 days Mon 1VAM Fri 11r20I09 T7 -
84 UPRR Review 20 days Mon 1VAM Fri 11/20I09 T7
85 TRW Orave-for construction within levee essentertt 20 days Mon 1VAM Fri 1120709 T7
86 MW BE Cmsimctkn Goal 5 drys Thu 10629109 Wed 1114109 81
87 Reyi*nit pa City Cornments 10 days Mon 11123109 Fri 12J4/09 82,83,84,85.86
88 Favl SubmMW 7 days Mm 1217M Tue 12J15100
B9 Me"with City 1 day Mon 12R109 Mm 12r7M9 87
90 Meetings with NTTA and UPRR 1 day Mon 12R/09 Mm 12R/09 87
91 Final Plat Submittal 1 der/ Tue 12J8N9 Tue 12/d09 90,89,63 12M
92 City Approval 5 days Wed 12MM Tue 12/15M 91
93 Pnt-CorsbucMon Nahtanca 80 dojo Wad 12J16109 Tua 41d10
94 Cover Street Signatures 5 days Wed 12/16109 Tue MUM 92
95 MBC 1.city Counce 7 days Wed 12J2109 Thu 12/31/09 94
96 Narita to Bidders 4 days Fri 111/10 Wed 1J8110 95
97 Ativerlkerterd 25 days Thu 1l7110 Wed 2J10110 95
98 Bid Openi g i day Thu 2111110 Thu 2J11110 97
99 Bid TatsaaWt 1 dry Fri 2J12J10 Fri 7J72110 98
100 Recanakrtd Awed l day Mm 2/15/10 Mm 2115510 99
101 E m ution of Convect 20 drys Tue 2/16/10 Mm 3/15/10 100
102 MW BE Compliatoe 10 days Tue 211d10 Mm 311110 100
103 M&C to City Courlc9 11 days Tug 3116/10 Tue 313000 102,101
104 Awed of Cmoact 5 days Wed 3137/10 Tue 41N70 103
105 Corlaeuc0on Phase 294 days Wed 417110 Yon 512111
106 PIblk K%M g 1 day, Wed 417110 Wed 417110 104
107 Pa-C-1—tim wmi g 1 day Thu 4/6110 Thu 4/fillo 106
106 C$kg Shop Drawigs 15 days Fri 4/9Vi0 Thu 4/29.10 107
109 shop Drewigs 20 days Fri 4/9110 Thu 516/10 107
110 MaMecture Casing Pipe 20 deys Fri 4rM10 Thu 5/27/10 108
111 Matufllcture Wets Pipe 50 days Fri 517/10 Thu 7115110 109
112 Matutecture Sewer Pipe 40 days Fri 57/10 Thu 711/10 109
113 Submit Shop Dn wigs to UPRR for review 15 days Fri 57/10 Thu 527110 108,109
114 Walar Lim 139 days Fri 5r1d10 Vhd 12/0H0
115 M.Wiation 10 days Fri 528110 Thu 6110110 110.113 -
116 Install jxMng shaft 20 days Fri 6/11/70 Thu 718/10 115
117 IrtelaB CsirtplTunnel Lima 50 days Fri 719/10 Tlw 9,,M0 116
118 Install Canis Pipe 5 days Fri W17110 Thu 92110 117
Project:ScheduWWtr-Sw1-UPRR.ntpp Task (— 1 Pmgrest Summery V Evenel Taaka SPlil
Dae:Tue 4114109 Split �.,,.....�� Mlaslane ♦ P t Sunm rgec try ----; Etdemel MkTmlu
Page 2
Attachment D
City Project No. 1332
Water and Sanitary Sewer Relocations within UPRR Yard for SH121T
April 6,2009
10 Tak Name Duration Stan Finish Predx 5ws 2009 2010 2011
Jac Feb Mar Jun Jul A Od Nov Dec Jan Feb Mar Apr Mw Jun Jul Ocl NwI Dec Jan Fgbj Mar Apr Ift Jun
119 Pipe by open cut 80 days Fri 7116/10 Thu 11/4110 111,113,115
120 Cbnrwtion 1042'Waer Lire 5ans Fri 11/5d10 -rhu 11/11110119,118
121 Sterlize and Testing 5 days Fri 11/12/10 Thu 11118110 120
122 Shut dBvn setup 2 days Fri 11/19I10 Mon 11/22/10 121
123 Connect to edsting water lines 5 days Tue 11rt3110 Mon 1129n10 122
124 Surface Restoration 5dsys Tue IM0'f0 Mon 12M10 123
125 Abanclon Edstig Llkres 2 days Tue 12/7/10 Wed 12/8110 124
126 Sanitary Sewer 262 drys Fri Will: Idon 510111
127 W 134 222 drys Fri 7211 Idon SMI I
128 Construct Junction Born 20 days Fri 72110 Thu 7129110 112
129 Pipe by open cul 15 days Fri 7/30110 Thu 8110110 128
130 Traffic Cardrd 2 days Fri M10 Mon 823110 129
131 Install jackilg shalls 20 days Tue 824/10 Mon 9/MlO 130
132 Instal CarkigrTunnel Liner 35 days Tue 1MOM Mon 1/17/11 123,131
133 Install Carrier Pipe 5 days Tue 1/18/11 Mon 124/11 132
134 Pipe in Vickery 15 days Tue 12y11 Mon 2/14/11 133
135 Junction&a 20 days Tue 2/15111 Mon 3114/11 134
136 Testing 5 days Tue 3115111 Mon 321/11 135
137 Epa y Coal Structures 20 days Tue 322/11 Mon 4116111 136
138 Connect to a"i g sanitary sewer 5 days Tue 4/19/11 Mon 425111 137
139 Surface Restoration 5 days Tue 428111 Morn 5/2/11 138
140 Abandoneeefirg sal dery sewer lines 5 days Tye SrJ111 Mon W11 139
141 WI
So 95 drys Fri 577/10 Thu 9116110
ensinucl Junction Born 142 C 20 days Fri 517110 Thu 6/3110 109
143 Pipe by open cut 15 days Fri 814/10 Thu 6124110 142
144 Install Oiling structure 15 days Fri 517/10 Thu 527/10 109
145 Instal Cesinrgrrunmel Liner 15 days Fri 528110 Thu 6/17/10 144,110
148 Install Carrier Pipe 5 days Fri 6/18110 Thu 6124/10 145
147 Junction Box 20 days Fri Fi25110 Thu 722/10 146
148 Testing 5 days Fri 723I10 Thu 7r2W I0 143.147
149 Epa y Cast Structures 20 days Fri 7/30110 Thu 828/10 148
150 Connect to e>d b g sankay sewer 5 days Fri i 27/10 Thu 9/200 149
151 Surface Restoration 5 days Fri 9rd.110 Thu 9/0110 150
152 Abadan Busting sanitary sewer lines 5 days Fri 9/10110 Thu 0118110 151
153 Final Walk Through 5 clap Tue 5110/11 Mon 5/1&11 125.140,152
154 Record D,—.W 5 days Tue 5117111 Mon 5P13/11 153
Prgect: Split
Schedule Sr-UProgress Su Wtr- PRR.mpp7,ps`
0 Summary teary Exteral Tasks 1'.
Date:Tue 4/14/09 r,.�..��,.,.,�����„�,,.,,....... Miestane ♦ Project Summery��� External MleTask
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M&.0 Review Page 1 of 2
Official site of the City of Fort Worth,Texas
CITY COUNCIL AGENDA FORT 111
COUNCIL ACTION: Approved on 5/12/2009
DATE: 5/12/2009 REFERENCE C-23516 LOG NAME: 60WSS121TUPRR-KHA
NO..
NOW PUBLIC
CODE: C TYPE: CONSENT HEARING: NO
SUBJECT: Authorize an Engineering Agreement in the Amount of$585,365.00 with Kimley-Horn and
Associates, Inc., for Water and Sanitary Sewer Main Relocations for the SH121T Crossing
West of the Hulen Street Bridge within the Union Pacific Railroad Davidson Rail Yard
RECOMMENDATION:
It is recommended that the City Council authorize the City Manager to execute an engineering
agreement in the amount of $585,365.00 with Kimley-Horn and Associates, Inc., for Water and
Sanitary Sewer Main Relocations for the SH121T crossing west of the Hulen Street Bridge within the
Union Pacific Railroad Davidson Rail Yard.
DISCUSSION:
On January 6, 2009, (M&C C-23268) the City Council authorized the execution of a formal agreement
with the North Texas Tollway Authority (NTTA) the Texas Department of Transportation and the
Union Pacific Railroad, Co. (UPRR), to facilitate construction and operation of the Southwest
Parkway across the Davidson Rail Yard (Yard).
Staff also communicated to Council that UPRR had indicated that its Davidson yard is one of the
busiest classification yards in the United States and that significant accommodations would be
needed to ensure continued and uninterrupted rail operations prior to any SH121T construction in the
Yard. The accommodations proposed by UPRR include the installation of new rail lines and storm
drain improvements on the north side of the yard. To facilitate the improvements proposed by UPRR
as well as the construction of SH121T within the Yard, it is necessary to relocate all conflicting
existing City water and sanitary sewer mains. All water and sanitary sewer relocations and UPRR
improvements must be completed prior to NTTA access to the Yard for SH121T construction
beginning on January 1, 2012.
The water and sanitary sewer main relocations proposed under this project are contiguous to the
following City projects that are currently under design by Kimley-Horn and Associates, Inc.,: Water and
Sanitary Sewer relocations for SH-121 T Southwest Part 2, from Hulen Street to Alta Mesa Boulevard;
Hulen to Como 36 inch Water Main Extension between Hulen Street Bridge and the Como Booster
Pump Station at Bryant Irvin Road; Sanitary Sewer Rehabilitation Contract LXX (70) and Water and
Sanitary Sewer Extensions for Stonegate and Arborlawn. In order to properly coordinate the design
and management of these projects, staff recommends that Kimley-Horn and Associates, Inc., be
allowed to provide the necessary design services for this project. The proposed scope of services
includes the following:
Design services and the preparation of plans and specifications for the relocation of all water and
sanitary sewer in conflict with the UPRR and SH121T improvements within the Yard;
Routing and alignment study for the proposed water and sanitary sewer mains;
Coordination with UPRR and NTTA concerning construction sequencing for each project;
Coordination with franchise utilities for the relocation of the water and sanitary sewer mains;
Easements preparation;
Shop drawing review;
Geotechnical and pavement investigations;
Traffic control plans;
http://apps.cfwnet.org/council_packet/mc_review.asp?ID=l 1615&councildate=5/12/2009 5/13/2009
M&C Review Page 2 of 2
T
Storm water pollution prevention plans; and
Assistance during construction.
Kimley-Horn and Associates, Inc., proposes to provide the necessary engineering services for a lump
sum fee of $585,365.00. City Staff considers the fee to be fair and reasonable for the scope of
services proposed.
In addition to the contract amount $62,000.00 (water: $30,000.00 and sewer: $32,000.00) is required
for project management, utility coordination and real property acquisition.
Kimley-Horn and Associates, Inc., is in compliance with the City's M/WBE Ordinance by committing to
22 percent M/WBE participation. The City's goal on the project is 18 percent.
This project is located in COUNCIL DISTRICTS 3 and 9.
FISCAL INFORMATION/CERTIFICATION:
The Financial Management Services Director certifies that funds are available in the current capital
budgets, as appropriated, of the Water Capital Projects Fund and the Sewer Capital Projects Fund.
TO Fund/Account/Centers FROM Fund/Account/Centers
P275 531200 703170133231 $74,854.00
P275 531200 703170133232 $149,708.00
P275 531200 703170133251 120, 775.00
P275 531200 703170133233 $24,951.00
P265 531200 603170133231 $84,436.00
P265 531200 603170133232 $168.871.00
P265 531200 603170133233 $28,145.00
P265 531200 603170133251 $33,825.00
Submitted for City Manager's Office by: Fernando Costa (6122)
Originating_Department Head: S. Frank Crumb (8246)
Additional Information Contact: Liam Conlon (6824)
ATTACHMENTS
60WSS121TUPRR MAP-KHA.pdf
http://apps.cfwnet.org/council_packet/mc_review.asp?ID=11615&councildate=5/12/2009 5/13/2009
Attachment D
City Project No. 1332
Water and Sanitary Sewer Relocations within UPRR Yard for SH121T
April 6, 2009
ID Task Name Duration Start Finish Predecessors 2009 2010 2011
Jan Feb Mar Apr IMaylJun Jul Au Se Oct Nov Dec Jan I Feb Mar Apr May Jun Jul Au Se Oct Nov Dec Jan Feb Mar Apr Ma Jun
119 Pipe by open cut 80 days Fri 7/16/10 Thu 11/4/10 111,113,115 -----
120 Connection to 42"Water Line 5 days Fri 11/5/10 Thu 11/11/10 119,118
121 Steriize and Testing 5 days Fri 11/12/10 Thu 11/18/10 120
122 Shut down setup 2 days Fri 11/19/10 Mon 11/22/10 121
123 Connect to existing water lines 5 days Tue 11/23/10 Mon 11/29/10 122
124 Surface Restoration 5 days Tue 11/30/10 Mon 12/6/10 123
125 Abandon Existing Llines 2 days Tue 12/7/10 Wed 12/8/10 124
126 Sanitary Sewer 262 days Fri 5/7/10 Mon 5/9/11
127 M-134 222 days Fri 7/2/10 Mon 5/9111
128 Construct Junction Box 20 days Fri 7/2/10 Thu 7/29/10 112
129 Pipe by open cut 15 days Fri 7/30/10 Thu 8/19/10 128
130 Traffic Control 2 days Fri 8/20/10 Mon 8/23/10 129
131 Install jacking shafts 20 days Tue 8/24/10 Mon 9/20/10 130
132 Install Casinglrunnel Liner 35 days Tue 11/30/10 Mon 1117/11 123,131
133 Install Carrier Pipe 5 days Tue 1/18/11 Mon 1124/11 132
134 Pipe in Vickery 15 days Tue 1/25111 Mon 2114/11 133
135 Junction Box 20 days Tue 2115/11 Mon 3/14/11 134
136 Testing 5 days Tue 3/15111 Mon 3/21/11 135
137 Epoxy Coat Structures 20 days Tue 3/22/11 Mon 4/18/11 136
138 Connect to existing sanitary sewer 5 days Tue 4/19/11 Mon 4/25/11 137
139 Surface Restoration 5 days Tue 4/26/11 Mon 512/11 138
140 Abandon existing sanitary sewer lines 5 days Tue 5/3/11 Mon 5/9111 139
141 M-156 95 days Fri 5/7/10 Thu 9/16/10
142 Construct Junction Box 20 days Fri 5/7/10 Thu 6/3/10 109
143 Pipe by open cut 15 days Fri 6/4/10 Thu 6/24/10 142
144 Install jacking structure 15 days Fri 5/7/10 Thu 5/27/10 109
145 Install Casing/Tunnel Liner 15 days Fri 5/28/10 Thu 6/17/10 144,110
146 Install Carrier Pipe 5 days Fri 6/18/10 Thu 6/24/10 145
147 Junction Box 20 days Fri 6/25/10 Thu 7/22/10 146
148 Testing 5 days Fri 7/23/10 Thu 7129/10 143,147
149 Epoxy Coat Structures 20 days Fri 7/30/10 Thu 8/26/10 148
150 Connect to existing sanitary sewer 5 days Fri 8/27/10 Thu 9/2/10 149
151 Surface Restoration 5 days Fri 9/3/10 Thu 9/9/10 150
152 Abandon existing sanitary sewer lines 5 days Fri 9/10/10 Thu 9/16/10 151
153 Final Walk Through 5 days Tue 5/10/11 Mon 5/16/11 125,140,152
4
154 Record Drawings 5 days Tue 5117/11 Mon 5/23/11 153
Project:Schedule-Wtr-Swr-UPRR.mpp Task Progress Summary External Tasks Split
Date:Tue 4l14/09 Split „..... Milestone ® Project Summary External MileTask :-
Page 3
Attachment D
City Project No. 1332
Water and Sanitary Sewer Relocations within UPRR Yard for SH121T
April 6, 2009
ID Task Name Duration Start Finish Predecessors 2009 2010 2011
Jan JFebJMar JApr [ MaylTun I Jul JAuq JSepJOct JNovJDecJ Jan JFebJMar JAprJMayJ Jun I Jul JAugJSepJ Oct INcv Dec Jan Feb I Mar I Apr I May Jun
1 Water and Sanitary Sewer Relocations 542 days Fri 4/24/09 Mon 5123/11
2 Pre-Engineering 11 days Fri 4/24/09 Fri 5/8/09 vow
3 Initial Data Collection 3 days Fri 4124/09 Tue 4/28/09 W
4 Kick-off Meeting with City 1 day Fri 4/24109 Fri 4/24109
5 Data Collection 1 day Mon 4/27/09 Mon 4/27109 4
6 Coordination with other Agencies 2 days Mon 4127/09 Tue 4/28/09 4
7 Prepare subconsultant contracts 2 days Mon 4/27/09 Tue 4128/09 4
8 Routing and Alignment Studies 9 days Tue 4128109 Fri 518109
9 Finalize alignments 2 days Tue 4/28/09 Wed 4/29/09 5
10 Submit alignments to City for review 1 day Thu 4/30/09 Thu 4/30/09 9
11 City review and comments 5 days Fri 5/1/09 Thu 5/7/0910
12 Alignment Approval 1 day Fri 5/8/09 Fri 5/8/09 11
13 Conceptual Engineering 40 days Mon 4127109 Fri 6/19/09
14 Survey 40 days Mon 4/27/09 Fri 6/19/09
15 Identify survey priorities 1 day Mon 4/27/09 Mon 4/27/09 4
16 Right of entry 5 days Mon 4/27/09 Fri 5/1/09 4
17 Meeting with surveyor 1 day Wed 4/29/09 Wed 4/29/09 15,7
18 Field Survey 30 days Mon 514/09 Fri 6/1210916,17
19 Submittal to KHA 5 days Mon 6/15/09 Fri 6/19/09 18
20 Geotechnical Investigations 27 days Mon 4127/09 Tue 612/09
21 Identify bore priorities 1 day Mon 4/27/09 Mon 4/27/09 4
22 Right of entry 5 days Mon 4/27/09 Fri 5/1109 4
23 Meeting with geotech 1 day Wed 4/29/09 Wed 4/29/09 21,7
24 Field Investigations 6 days Mon 5/4/09 Mon 5111/09 23,22
25 Draft Boring Logs 3 days Tue 5/12/09 Thu 5/14109 24
26 Testing 15 days Tue 5/12/09 Mon 6/1/09 24
27 Submittal to KHA 1 day Tue 6/2/09 Tue 6/2/09 26
28 Trenchless Investigations 19 days Wed 4/29/09 Mon 5/25/09
29 Meeting with trenchless engineer 1 day Wed 4/29/09 Wed 4/29/09 7
30 Field Investigations 5 days Mon 5/4/09 Fri 5/8/09 22,29
31 Technical Memo 10 days Mon 5/11/09 Fri 5/22/09 30
32 Submittal to KHA 1 day Mon 5/25/09 Mon 5125/09 31
33 Corrosion Protection 38 days Mon 4/27/09 Wed 6/17/09
34 Right of entry 5 days Mon 4/27/09 Fri 511/09 4
35 Meeting with corrosion engineer 1 day Wed 4/29/09 Wed 4/29/09 7
36 Field Investigations 10 days Mon 5/4/09 Fri 5/15/09 35,34
37 Receive Bore Samples 1 day Tue 6/2/09 Tue 6/2/09 36,26
38 Corrosion Report 10 days Wed 6/3/09 Tue 6/16109 37
39 Submittal to KHA 1 day Wed 6117/09 Wed 6/17/09 38
46-1 Preliminary Engineering 44 days Mon 6/22/09 Thu 8/20109
4-11Prepare Plans 26 days Mon 6/22109 Mon 7/27/09
42 Breakdown Survey 1 day Mon 6/22109 Mon 6/22/09 19,12,27,32
43 Setup General shts 5 days Tue 6123/09 Mon 6/29/09 42
44 Water and Sewer Plans 8 Shts 10 days Tue 6/30/09 Mon 7/13/09 43
45 Detail Shts 2 days Tue 7/14109 Wed 7/15/09 44
46 Prepare OPCC 1 day Thu 7/16/09 Thu 7/16/09 45
47 Walk Alignment 1 day Fri 7/17/09 Fri 7/17/09 46
48 QA/QC 1 day Mon 7/20/09 Mon 7/20/09 47
49 Revisions 5 days Tue 7/21/09 Mon 7/27/09 48
50 Preliminary Plans Submittal 18 days Tue 7/28/09 Thu 8120/09
51 Meeting with City 1 day Tue 7/28/09 Tue 7/28/09 49 7/28
52 Meetings with NTTA/UPRR 1 day Tue 7/28109 Tue 7/28/09 49
53 Submit Preliminary Plans to City,SWP,and UPRR 1 day Wed 7129/09 Wed 7/29/09 52
54 City Review 10 days Thu 7/30/09 Wed 8/12/09 53
55 NTTA and UPRR Review 15 days Thu 7/30/09 Wed 8/19/09 53
56 Address Comments 1 day Thu 8/20/09 Thu 8/20/09 54,55
57 Easement Acquisition 69 days Fri 8/21109 Wed 11/25/09
58 Prepare Easement Documents 10 days Fri 8/21109 Thu 9/3/09 56
59 Submittal to City 1 day Fri 914/09 Fri 9/4/09 58
Project:Schedule-Wtr-Swr-UPRR.mpp Task Progress Summary External Tasks - ? Split
Date:Tue 4/14/09 Split Milestone ♦ Project Summary External MileTask `..
Page 1
Attachment D
City Project No. 1332
Water and Sanitary Sewer Relocations within UPRR Yard for SH121T
April 6, 2009
ID Task Name Duration Start Finish Predecessors 2009 2010 2011
Jan Feb Mar Apr—] May Jun Jul Au Se Oct Nov Dec Jan Feb Mar A r Ma Jun Jul Au Se Oct Nov Dec Jan Feb Mar Apr May Jun
60 City Review 5 days Mon 9/7/09 Fri 9/11/09 59
61 Revisions 2 days Mon 9/14/09 Tue 9115/09 60
62 Final Submittal 1 day Wed 9/16/09 Wed 9/16/09 61
63 Easement Acquisition 50 days Thu 9/17/09 Wed 11/25/09 62
64 Final Design Plan Submittal 83 days Fri 8/21/09 Tue 12/15/09
65 Prepare Plans 46 days Fri 8/21/09 Fri 10/23/09
66 General Shts 2 days Fri 8/21/09 Mon 8/24/09 56
67 Water and Sewer Plans 8 Shts 15 days Tue 8/25/09 Mon 9/14/09 66
68 Structural 15 days Tue 8/25/09 Mon 9/14/09 66
69 Corrosion Plans 10 days Tue 9/15109 Mon 9/28/09 67,39
tDeta70
il Shts 2 days Tue 9/15/09 Wed 9116/09 67,68
71 Shut Down&Sequencing 5 days Tue 9/15/09 Mon 9/21109 67
72 Traffic Control 10 days Tue 9/22/09 Mon 10/5/09 71
73 Specifications 5 days Tue 10/6/09 Mon 10/12/09 70,72
74 OPCC 2 days Tue 10/13/09 Wed 10/14/09 69,73
75 Walk Alignment 1 day Thu 10/15/09 Thu 10/15/09 74
76 QA/QC 1 day Fri 10/16/09 Fri 10/16/09 75
77 Revise plans 5 days Mon 10/19/09 Fri 10/23/09 76
78 95%Submittal 30 days Mon 10/26/09 Fri 12/4109
79 Meeting with City 1 day Mon 10/26/09 Mon 10/26/09 77 t10/26
80 Meetings with NTTA and UPRR 1 day Mon 10/26/09 Mon 10/26/09 77
81 95%Plan Submittal 2 days Tue 10/27/09 Wed 10/28/09 79,80
82 City Review 10 days Thu 10/29/09 Wed 11/11/09 81
83 NTTA/TxDOT permit 20 days Mon 10/26/09 Fri 11/20/09 77
84 UPRR Review 20 days Mon 10/26/09 Fri 11/20/09 77
85 TRW D review for construction within levee easement 20 days Mon 10/26/09 Fri 11/20/09 77
86 MWBE Construction Goal 5 days Thu 10/29/09 Wed 11/4109 81
87 Revisions per City Comments 10 days Mon 11/23/09 Fri 12/4/09 82,83,84,85,86
88 Final Submittal 7 days Mon 12/7/09 Tue 12/15/09
89 Meeting with City 1 day Mon 12/7/09 Mon 12/7/09 87
90 Meetings with NTTA and UPRR 1 day Mon 12/7/09 Mon 12/7/09 87
91 Final Plan Submittal 1 day Tue 12/8/09 Tue 12/8/09 90,89,63 12/8
92 City Approval 5 days Wed 12/9/09 Tue 12/15/09 91
93 Pre-Construction Assistance 80 days Wed 12/16/09 Tue 4/6/10
94 Cover Sheet Signatures 5 days Wed 12/16/09 Tue 12/22/09 92
95 M&C to City Council 7 days Wed 12/23/09 Thu 12/31/09 94 _
96 Notice to Bidders 4 days Fri 1/1/10 Wed 1/6/10 95
97 Advertisement 25 days Thu 1/7/10 Wed 2/10110 96
98 Bid Opening 1 day Thu 2/11/10 Thu 2/11/10 97
99 Bid Tabulation 1 day Fri 2112/10 Fri 2/12/10 98
100 Recommend Award 1 day Mon 2/15/10 Mon 2/15/10 99
101 Execution of Contract 20 days Tue 2/16/10 Mon 3/15/10 100
102 MW BE Compliance 10 days Tue 2/16/10 Mon 3/1110 100
103 M&C to City Council 11 days Tue 3/16/10 Tue 3/30/10 102,101
104 Award of Contract 5 days Wed 3131110 Tue 4/6/10 103
105 Construction Phase 294 days Wed 4/7/10 Mon 5/23111
106 Public Meeting 1 day Wed 4/7/10 Wed 4/7/10 104 Fy
107 Pre-Construction Meeting 1 day Thu 4/8110 Thu 4/8/10 106
108 Casing Shop Drawings 15 days Fri 4/9110 Thu 4/29/10 107
109 Shop Drawings 20 days Fri 4/9/10 Thu 5/6/10 107
110 Manufacture Casing Pipe 20 days Fri 4/30/10 Thu 5/27110 108
111 Manufacture Water Pipe 50 days Fri 5/7/10 Thu 7/15/10 109
112 Manufacture Sewer Pipe 40 days Fri 5/7/10 Thu 7/1/10 109 - -
113 Submit Shop Drawings to UPRR for review 15 days Fri 5/7110 Thu 5/27/10 108,109
114 Water Line 139 days Fri 5128/10 Wed 1218110
115 Mobilization 10 days Fri 5/28/10 Thu 6/10/10 110,113
116 Install jacking shafts 20 days Fri 6/11110 Thu 7/8110 115
117 Install Casing/Tunnel Liner 50 days Fri 7/9/10 Thu 9/16/10 116
118 Install Carrier Pipe 5 days Fri 9/17/10 Thu 9/23/10 117
Project:Schedule-Wtr-Swr-UPRR.mpp Task Progress Summary External Tasks Split
Date:Tue 4/14/09 Split Milestone ® Project Summary External MileTask
Page 2
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