HomeMy WebLinkAboutContract 27613 CITY SECRETARY
CONTRACT NO.
CITY OF FORT WORTH, TEXAS
STANDARD AGREEMENT FOR ENGINEERING SERVICES
This AGREEMENT is between the City of Fort Worth (the "CITY'), and Black & Veatch
Corporation, (the "ENGINEER"), for a PROJECT generally described as: Sanitary Sewer
Rehabilitation Contract LXI (61).
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) Monthly invoices will be issued by the ENGINEER 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 seven (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.
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 pians 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.
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E. Engineer's 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
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conditions; time or qualify of performance by third parties; quality, type,
management, or direction of operating personnel; and other economic
and operational 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.
t. Minority and Woman Business Enterprise (M/WBE) participation
In accord with City of Fort Worth Ordinance No. 11923, as amended by
Ordinance 13471, 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
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this contract. ENGINEER agrees that the CITY shall have access during
normal working hours to all 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 subconsultant reasonable advance notice of intended audits.
(3) ENGINEER and subconsultant agree to photo copy 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 which are to be in effect
prior to commencement of work on the PROJECT:
Commercial General Liability
$1,000,000 each occurrence
$1,000,000 aggregate
Automobile Liability
$1,000,000 each accident (or reasonably equivalent limits of coverage if written
on a split limits basis). Coverage shall be on any vehicle used in the course of
the PROJECT.
Worker's Compensation
Coverage A: statutory limits
Coverage B: $100,000 each accident
$500,000 disease - policy limit
$100,000 disease- each employee
Professional Liability
$1,000,000 each claim/annual aggregate
(2) Certificates of insurance evidencing that the ENGINEER has obtained all
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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
coverages specified according to items section K.(1) and K.(2) of
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 thirty (30) days notice of cancellation, non-renewal
or material 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 or be otherwise approved by the CITY; and, such
insurers shall be acceptable to the CITY in terms of their financial
strength and solvency.
(f) Deductible limits, or self insured retentions, affecting insurance
required herein may be acceptable to the CITY at 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.
(1) The Commercial General Liability insurance policy shall have no
exclusions by endorsements unless such are approved by the
CITY.
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(j) The Professional Liability insurance policy, if written on a claims
made basis shall be maintained by the ENGINEER for a minimum
two (2) year period subsequent to the term of the respective
PROJECT contract with the CITY unless such coverage is
provided the ENGINEER on an occurrence basis.
(k) The CITY shall not be responsible for the direct payment of any
insurance premiums required by this agreement. It is understood
that insurance cost is an allowable component of ENGINEER's
overhead.
(1) All insurance required in section K., except for the Professional
Liability insurance policy, shall be written on an occurrence basis
in order to be approved by the CITY.
(m) Subconsultants to the ENGINEER shall be required by the
ENGINEER to maintain the same or reasonably equivalent
insurance coverage as required for the ENGINEER. When
insurance coverage is maintained by subconsultants, ENGINEER
shall provide CITY with documentation thereof on a certificate of
insurance. Notwithstanding anything to the contrary contained
herein, in the event a subconsultant's insurance coverage is
canceled or terminated, such cancellation or termination shall not
constitute a breach by ENGINEER of the Agreement.
t_. 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
any conflicts of interest which 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.
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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
The CITY will make available to the ENGINEER all technical data in the CITY's
possession relating to the ENGINEER's services on the PROJECT. The
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
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
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required by the CITY in a timely manner in accordance with the project schedule
in Attachment U.
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 and Indemnification
(1) To the maximum extent permitted by law, the CITY will indemnify and
release ENGINEER and its officers, employees, and subcontractors from
all claims, damages, losses, and costs, including, but not limited to,
attorney's fees and litigation expenses arising out of or relating to the
presence, discharge, release, or escape of hazardous substances,
contaminants, or asbestos on or from the PROJECT. Nothing contained
herein shall be construed to require the CITY to levy, assess or collect
any tax to fund this indemnification.
(2) The indemnification and 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
such hazardous substance, contaminant or asbestos is brought onto the
PROJECT by ENGINEER.
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.
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
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CITY of any such instruments of service without the written permission of the
ENGINEER will be at the CITY's sole risk. The final designs, drawings,
specifications and documents shall be owned by the CITY.
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 five (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.
(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.
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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 will 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 means 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.
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
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ATTACHMENT "A"
General Scopeof 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."
G N RA
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 Engineers 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/applications 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 pians 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.
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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PHASE 4
16) 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")
PHASE 1 - DESIGN SERVICES: SANITARY SEWER IMPROVEMENTS
The following is a clarification of the tasks that the ENGINEER will perform under ATTACHMENT
"A". Work under this attachment includes engineering services for sanitary sewer improvements for
the following:
SANITARY SEWER REHABILITATION CONTRACT LXI (61)
PROJECT NUMBER: PS58-070580175210
DOE NO. 3576
Upon receipt of notice to proceed, the ENGINEER will perform the following tasks:
PART A- PRE-ENGINEERING
1. Initial Data Collection
a. Pre-Design Coordination Meetings
ENGINEER will attend and document meetings, as required, to discuss and
coordinate various aspects of the project and to ensure that the project stays on
schedule. These include the following:
One (1) pre-design kick-off meetings, (including the City's Department of
Engineering and other departments that are impacted by the project).
One (1) review meetings at completion of the City's review of the conceptual
engineering plans, fast track and standard.
b. Data Collection
In addition to data obtained from the City, ENGINEER will research and make efforts
to obtain pertinent information to aid in coordination of the proposed improvements
with any planned future improvements that may influence the project. ENGINEER
will also identify and seek to obtain data for existing CITY drainage complaint files,
existing applicable drainage studies and property ownership as available from the
Tax Assessor's office.
C. Coordination with Other agencies
During the concept phase the ENGINEER shall coordinate with all utilities, including
utilities owned by the City, and TxDOT. These entities shall also be contacted if
applicable, to determine plans for any proposed facilities or adjustment to existing
lines within the project limits. ENGINEER shall complete all forms Necessary for City
to obtain permit letters from TxDOT and complete and forms necessary for City to
obtain permit letters from TxDOT and railroads and submit such forms to the City.
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City shall be responsible for forwarding the forms to the affected agencies for
execution.
2. Monthly Progress Report and Presentations
a. The ENGINEER shall submit a project schedule after the design contract is fully
executed. The schedule shall be updated and submitted to the CITY along with
monthly progress reports as required under Attachment B of the contract.
C. ENGINEER will prepare exhibits and present project goals and construction to
interested customers or ENGINEER will prepare a newsletter detailing the status of
the project for distribution to the affected customers. The newsletter will be reviewed
and approved by the City prior to distribution.
PART B -CONSTRUCTION PLANS AND SPECIFICATIONS
1. Conceptual Engineering
i. Surveys for Design
a. ENGINEER will perform field surveys to collect horizontal and vertical
elevations and other information needed by ENGINEER in design and
preparation of plans for the project. Information gathered during the survey
shall include topographic data, elevations of all sanitary and adjacent storm
sewers, rim/invert elevations, location of buried utilities, structures, and other
features relevant to the final plan sheets. For sewer lines located in alleys
or backyards, ENGINEER will obtain the following:
Obtain permission for surveying through private property.
Locate horizontal and vertical alignment of utility lines. Tie improvements,
trees, fences, walls, etc., horizontally along real house comers and building
comers in backyards.
Compile base plan from field survey data at 1"-20' scale.
Obtain permission for surveying through private property. Locate horizontal
and vertical alignment of utility lines. The improvements, trees, fences, walls,
etc., horizontally along rear lot lines in an approximately 20' wide strip. In
addition, locate rear house comers and building comers in backyards where
necessary. Compile base plan from field survey data at 1"=20' horizontal
and 1"=2' vertical scale.
b. ENGINEER Will Provide The Following Information:
All plans, field notes, plats, maps, legal descriptions, or other specified
documents prepared in conjunction with the requested services shall be
provided in a digital format compatible with the electronic data collection and
computer aided design and drafting software currently in use by the
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Department of Engineering. All text data such as plan and profile, legal
description, coordinate files, cut sheets, etc., shall be provided in the
American Standard Code for Information Interchange (ASCII)format, and all
drawing files shall be provided in AutoCAD (DWG or DXF) format, or as
otherwise approved in writing by the CITY, and all data collected and
generated during the course of the project shall become the property of the
CITY.
The minimum survey information to be provided on the plans shall include
the following:
1. A Project Control Sheet, showing all Control Points, used or set while
gathering data. Generally on a scale of not less than 1:400:
2. The following information about each Control Point;
a. Identified (Existing. City Monument#8901, PK Nail, 5/8" Iron
Rod)
b. X, Y and Z Coordinates, in an identified coordinate system,
and referred bearing base. Z coordinate on City Datum only.
C. Descriptive Location (Ex. Set in the centerline of the inlet in
the South curb line of North Side Drive at the East end of
radius at the Southeast corner of North Side Drive and North
Main Street).
3. Coordinates on all P.C.'s, P.T.'s, P.I.'s, Manholes, Valves, etc., in the
same coordinate system, as the Control.
4. No less than two horizontal control points, per line or location.
5. Bearings given on all proposed centerlines, or baselines.
6. Station equations relating utilities to paving, when appropriate.
iii. Public Notification
Prior to conducting design survey, ENGINEER will notify affected residents
of the project in writing if necessary to access private property. The
notification letter shall be on company letterhead and shall include the
following: project name limits DOE project No., Consultant's Project Manager
and phone no., scope of survey work and design survey schedule. The letter
will be reviewed and approved by the City prior to distribution.
iv. Conceptual Engineering Plan Submittal
a. Conceptual plans for the project shall be submitted to City 45 days
after Notice to Proceed Letter is issued.
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b. The ENGINEER shall perform conceptual design of the proposed
improvements and furnish four(4) copies of the concept engineering
plans that include layouts, preliminary right-of-way needs and cost
estimates for the ENGINEER's recommended plan. ENGINEER
shall perform remaining field surveys required for final design of
selected route(s). The ENGINEER shall also evaluate the phasing
of the water, sanitary sewer, street and drainage work, and shall
submit such evaluation in writing to the City as a part of the concept
phase of the project. All design shall be in conformance with Fort
Worth Water Department policy and procedure for processing water
and sewer design. ENGINEER shall review the City's water and
sewer master plan and provide a summary of findings pertaining to
the proposed project.
2. Preliminary Engineering
Upon approval of Part B, Paragraph iv ENGINEER will prepare 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 will show the
following: Proposed water and/or sanitary sewer plan/profile and
recommended pipe size, fire hydrants,water service lines and meter
boxes, gate valves, isolation valves and all pertinent information
needed to construct the project. Legal description (Lot Nos., Block
Nos., and Addition Names) along with property ownership shall be
provided on the plan view.
C. For sewer lines, pipelines schedule for point repairs, rehabilitation
and replacement will be located on the base sheets prepared from
survey information gathered under Part B, Section 2. Conflicts shall
be resolved where pipelines are to be rehabilitated on the same line
segment. Base sheets shall 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 roadway
plan and profile sheets. Engineer will coordinate with utility
companies and the City of Fort Worth to ascertain what, if any, future
improvements are planned that may impact the project.
e. The ENGINEER shall make provisions for reconnecting all water
and/or wastewater 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 all service lines which are connected to the existing main
A1-4
and connect said service lines to the relocated main.
f. 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.
g. 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.
h. Right-of-way/Easement Preparation and Submittal
Preparation and submittal of right-of-way, easements and rights-of-
entry will be in conformance with "Submittal of Information to Real
Property Division for Acquisition of Property".
i. Utility Clearance Phase
The ENGINEER will consult with the City's Water Department,
Department of Engineering, and other CITY departments, public
utilities, private 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 avoid or minimize conflicts
with existing utilities.
The ENGINEER shall deliver a minimum of 13 sets of approved
preliminary construction plans to the City's Utility Coordinator for
forwarding to all utility companies, which have facilities within the
limits of the project.
j. Preliminary Construction Plan Submittal
i. Preliminary construction plans and specifications for the lines
shall be submitted to CITY 45 days after approval of Part B,
Paragraph iv.
ii. The ENGINEER shall deliver two (2) sets of preliminary
construction plans and two (2) specifications to CITY for
review. Generally, plan sheets shall be organized as follows:
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Cover sheet
Easement layout (if applicable)
Plan & Profile Sheets
Standard Construction Details
Special Details (If applicable)
iii. Preliminary Estimate shall submit a preliminary estimate of
probable construction cost with the preliminary plans
submitted. Engineer shall assist City in selecting the feasible
and or economical solutions to be pursued.
k. Review Meetings with City
The ENGINEER shall meet with CITY to discuss review comments
for preliminary submittal. The CITY shall direct the ENGINEER in
writing to proceed with Final Design for Final Review.
I. Developer Meetings
After the preliminary plans have been reviewed and approved by the
City, ENGINEER shall prepare exhibits along with an invitation letter
and attend meeting with to help explain the proposed project to
developers, property owners and Downtown Fort Worth Inc. The
CITY shall mail the invitation letter.
3. Final Engineering Plan Submittal
a. Final construction documents shall be submitted to CITY 30 days
after receipt of written notice to proceed with Final Design in Part B,
Section 2, Paragraph k.
Following CITY approval of the recommended improvements, the
ENGINEER shall prepare final plans and specifications and contract
documents to CITY(each sheet shall be stamped, dated, and signed
by the ENGINEER)and submit two (2)sets of plans and construction
contract documents within 15 days of CITY's final approval. Plan
sets shall be used for Part C activities.
b. ENGINEER's Estimate of Probable Construction Cost
The ENGINEER shall submit a final estimate of probable
construction cost with the final plans submitted.
PART C PRE-CONSTRUCTION ASSISTANCE
Administration
a. Deliver Bid Documents
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The ENGINEER will make available for bidding, upon request by the
CITY, up to forty(40)sets for each contract of the final approved and
dated plans and specifications and contract documents for the
project to the CITY for distribution to potential bidders. Proposal will
be provided in electronic format.
b. Bidding Assistance
The ENGINEER shall assist the CITY during bid phase including
preparation and delivery of addenda to, responses to questions
submitted to the DOE by prospective bidders. Engineer shall attend
the scheduled pre-bid conference.
The ENGINEER shall assist in reviewing the bids for completeness
and accuracy. The ENGINEER shall attend the project bid
opening(s)develop bid tabulations in hard copy and electronic format
and submit four(4) copies of the bid tabulation.
C. Assistance During Construction
The ENGINEER shall attend the pre-construction conference for the
project. The ENGINEER shall also consult with and advise the CITY
on design and/or construction changes, up to a maximum of 9 (see
Exhibit 133-D) man-hours.
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ATTACHMENT"B"
COMPENSATION AND SCHEDULE
SANITARY SEWER REHABILITATION CONTRACT LXI (61)
PROJECT NUMBER: PS58-070580175210
DOE NO. 3576
I. Compensation
A. The ENGINEER shall be compensated a total lump sum fee of $ 176,640 as
summarized in Exhibit"13-36". Payment of the total lump sum fee shall be considered
full compensation for the services described in Exhibit "A-1" for all labor materials,
supplies and equipment necessary to complete the project.
B. The Engineer shall be paid in four partial payments as described in Exhibit "B-1"
upon receipt of four individual invoices from the Engineer. In this regard, the
Engineer shall submit invoices for four partial payments as described in Exhibit"13-1
Seciton 1 — Method of Payment.
II. Schedule
See Attachment D for Schedule.
B-1
EXHIBIT "B-1"
(SUPPLEMENT TO EXHIBIT B)
METHOD OF PAYMENT
SANITARY SEWER REHABILITATION CONTRACT LXI (61)
PROJECT NUMBER: PS58-070580175210
DOE NO. 3576
I. Method of Payment
The ENGINEER shall be paid in a total of eight partial payments, as outlined below, upon the receipt of
eight (8) partial pay request from the ENGINEER. Partial Payment invoices may be billed as completed
and not in the particular order as listed below.
Partial Payment Number 1, which shall be equivalent to 40% of the total lump sum fee, shall be
payable after City approval of Conceptual Design Report.
Partial Payment Number 2,which shall be equivalent to 75%of the lump sum fee, less previous
payments, shall be payable after City approval of Preliminary submittal to City.
Partial Payment Number 3, which shall be equivalent to 90% of the lump sum fee, less previous
payments, shall be payable after City approval of Final Construction Documents.
Partial Payment Number 4, which shall represent the balance of earnings, less previous
payments, shall be payable after all the pre-construction meetings for the Project have been
conducted.
II. Progress Report
A. The ENGINEER shall submit to the designated representative of the Director of the Engineering
Department monthly progress reports covering all phases of design by the 15th of every month in
the format required by the City.
B. If the ENGINEER determines in the course of making design drawings and specifications that the
opinion of probable cost of $ 1,510,218.00 (as estimated in Exhibit "B-5") will be exceeded,
whether by change in the scope of the project, increased cost or other conditions,the ENGINEER
shall immediately report such fact to the City's Director of Engineering Department.
EB3-2
EXHIBIT "B-2"
(SUPPLEMENT TO ATTACHMENT "B")
HOURLY RATE SCHEDULE
SANITARY SEWER REHABILITATION CONTRACT LXI (61)
PROJECT NUMBER: PS58-070580175210
DOE NO. 3576
Title Fees
Family/Level Rate/Hour
Principal 150.00
Senior Project Manager
Engr/08, 07 135.00
Project Manager, Senior Project Engineer
Engr/O6, 05 120.00
Lead/Project Engineer
Engr/04 105.00
Design Engineer
Engr/03 85.00
Associate Engineer
Engr/01, 02 70.00
Technical Specialist
Spec/07 125.00
Spec/06 115.00
Spec/05 110.00
Spec/04 85.00
Spec/03 75.00
Spec/02, 01 65.00
Engineering Technician
Tech/08 95.00
Tech/07 80.00
Tech/06 70.00
Tech/05 60.00
Tech/04 50.00
Drafter
Graphics/08 90.00
Graphics/07 80.00
Graphics/06 70.00
Graphics/05 60.00
Graphics/04, 03 50.00
Graphics/02, 01 40.00
Support Services
Office Services/All 49.00
EB3-3
EXHIBIT "B-3A"
SUMMARY OF TOTAL PROJECT FEES
SANITARY SEWER REHABILITATION CONTRACT LXI (61)
PROJECT NUMBER: PS58-070580175210
DOE NO. 3576
Exhibit Scope of Services Fee M/WBE %
Field Surveying $ 63,408 $63,408 100%
Engineering /Drafting / Printing $ 113,232 $ 0 0%
TOTAL $176,640 $ 63,408 35%
% of Total
Proposed M/V1/BE Sub-Consultants Services Fees Fee
.,mmm,,mmmrmmmrmmmmmrmmrmmmmmrmmrmrmmmrmrmmrmrmmmrmrmmmmm,�,mmrmmmmm,�,mmmmmmm,�,mmmrmmmmmmmmmmmmm,
Gorrondona &Associates, Inc. Surveying $ 63,408 35%
TOTAL $ 63,408 35%
E63-4
EXHIBIT "13-313"
FEE SUMMARY
SANITARY SEWER REHABILITATION CONTRACT LXI (61)
PROJECT NUMBER: PS58-070580175210
DOE NO. 3576
(FEE BASED ON PRECENTAGE OF CONSTRUCTION COST)
***** (')Sanitary Sewer Design Package "A" ****
OPINION OF PROBABLE CONSTRUCTION COSTS = $1,510,218
CURVE A (7.25% x 0.85 x $1,510,218 = $ 93,067)
ENGINEERING DESIGN "B" $ 93,076
DESIGN SURVEY $ 63,408
REPRODUCTION $ 6,220
ADDITIONAL SERVICES $ 1,140
ASSISTANCE DURING CONSTRUCTION $ 1,990
L-6020 & L-60208 COORDINATION $4,465
FEE $ 170,299
10% FOR SUB (10% x$63,408) $ 6,341
TOTAL FEE $176,640
(')Project will be designed in one bid packages with up to three units.
$1,510,218 =- 2=$755,109
EB3-5
EXHIBIT "B-3C"
SANITARY SEWER REHABILITATION CONTRACT LXI (61)
PROJECT NUMBER: PS58-070580175210
DOE NO. 3576
DESIGN SURVEY FEE TOTAL = $ 63,408
$3.00/1-F x 20,136 LF
3 Easements @ $1,000/each
REPRODUCTION FEE TOTAL = $ 6,220
Preliminary 2 sets @ $60
Utility Clearance 13 sets @ $60
Final Plans 2 sets @ $60
Bid Plans 50 sets @ $60
Mylar Plans 1 set @ $200
Specifications 50 sets @ $40
ADDITIONAL SERVICES FEE TOTAL = $ 1,140
Meetings/ Coordination
Mounted Exhibits,
Bid Opening & Review.
ASSISTANCE DURING CONSTRUCTION TOTAL = $ 1,990
Pre Construction Conference Consult and
advise on design and/or
Construction changes.
L-6020 & L-60208 COORDINATION TOTAL = $4,465
Prepare temp const esmts, coordinate
plans, quantities and estimates
EB3-6
EXHIBIT "B-31D"
SANITARY SEWER REHABILITATION CONTRACT LXI (61)
PROJECT NUMBER: PS58-070580175210
DOE NO. 3576
BREAKDOWN FOR CONSTRUCTION ASSISTANCE
Pre-Construction Conference(s) 3 @ 3hrs 9 hrs
Meetings with City& Contractor(s) 3 @ 3hrs 9 hrs
TOTAL 18 hrs
18 hrs x $105/hr = $1,890
Expenses = 100
TOTAL $1,990
BREAKDOWN FOR ADDITIONAL SERVICES
Public Meeting,
1 @ 4 hrs = 4 hrs x$105/hr $420
Exhibits,
Drafting & Printing 1 @ $300 $300
Bid Openings & Reviews
1 @ 4 hrs = 4 hrs $ 105/hr 420
TOTAL $1,140
BREAKDOWN FOR L-6020 & L-6020B COORDINATION
Prepare and Coordinate Temporary Rights of Entry(TROE)
and Submit to Real Property,
19 @ $75/each $1,425
Preparation of TROE Exhibit(s)and Plan and Profile drawings",
Drafting & Printing $1,000
Quantities, Estimates, Plan Coordination, Specs
24 hrs x$ 85/hr $2,040
TOTAL $4,465
"Technician time and effort in converting City of Fort Worth standard colors and
lineweights to B&V standard color and lineweights compatible with B&V plotter.
EB3-7
EXHIBIT "B-4"
SUMMARY OF OPINION OF PROBABLE CONSTRUCTION COST
SANITARY SEWER REHABILITATION CONTRACT LXI (61)
PROJECT NUMBER: PS58-070580175210
DOE NO. 3576
LINE SEGMENT COST
1. M-142, Sta 160+26 to 161+14 $48,050
2. M-142, Sta 184+37 to 191+32E $38,970
3. M-142 Relief, 128+34 to 127+38 $136,120
4. M-144, Sta 58+86 to 61+80 $25,412
5. M-144, Sta 63+64 to 67+24 $45,280
6. M-145, Sta 21+24AHD to 23+40 $22,540
7. M-145, Sta 4+32 to 18+67 $84,810
8. M-218, Sta 74+94 to 78+54 $28,460
9. L-2001, Sta 0+00 to 5+13 $30,418
10. L-2009, Sta 5+82 to 5+93E $5,884
11. L-2016, Sta 0+00 to 3+26E $20,486
12. L-2019, Sta 0+00 to 5+79E $35,994
13. L-2025, Sta 0+00 to 6+12 $37,032
14. L-2035, Sta 0+00 to 4+55E $38,130
15. L-2037, Sta 4+27 to 7+49 $23,642
16. L-2326, Sta 9+91 to 13+38 $21,592
17. L-4694, Sta 7+30 to 9+02 $11,442
18. L-4700, Sta 0+00 to 8+47 $91,892
19. L-4974, Sta 7+72 to 11+04 $28,352
20. M-218, Sta 55+81 to 58+94 $32,605
21. M-142/191+32E to L-2000/4+50 $47,850
22. M-144/61+80 to L-2006/3+24 $15,864
23. L-2006, Sta. 3+24 to 7+66E $21,712
24. M-142/184+37 to L-2009/5+82 $29,852
25. M-144/70+94E to L-2017/5+49 $26,076
26. M-144/67+24 to L-2018/5+85 $27,910
27. L-2023, Sta. 3+57 to 8+72 $26,698
28. L-2037, Sta. 9+69 Point Repair $4,300
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29. L-2326/9+91 to L-2560A10+25 $5,632
30. L-4694/5+42E to L-4697/3+81 $39,148
31. L-4694, Sta. 13+80 to 17+40 $27,860
32. L-4694, Sta. 17+40 to 27+17E $75,582
33. L-4694, Sta. 3+70 to 5+42E $9,392
34. L-4694, Sta. 7+30 to 5+42E $7,918
35. L-4694/7+30 to L-4699/4+10E $20,310
36. M-218/74+94 to L-4724/5+93E $30,248
37. M-218/78+54 to L-4725/6+60 $33,310
38. L-4725, Sta. 6+60 to 12+38E $29,558
39. M-218/58+94 to L-4760/3+06 $26,566
40. L-4974, Sta. 4+02 to 7+72 $29,270
41. M-142, Sta. 182+49 to 184+37 $14,708
42. M-142, Sta. 179+65 to 182+49 $22,894
43. M-144, Sta. 61+80 to 63+64 $7,924
44. L-2365/0+00 to M-145/29+77 $30,800
45. M-218, Sta. 59+84 to 62+87 $17,833
46. M-218, Sta. 73+17 to 74+94 $10,272
47. M-218, Sta. 87+33 to 88+74 $14,106
48. M-218, Sta. 85+14 to 87+33 $17,204
49. M-218, Sta. 78+54 to 85+14 $32,310
TOTAL $1,510,218
Total Footage 20,136-feet. Average construction price per foot, $75.00
E B4-2
ATTACHMENT "C"
CHANGES AND AMENDMENTS TO STANDARD AGREEMENT AND ATTACHMENT A
SANITARY SEWER REHABILITATION CONTRACT LXI (61)
PROJECT NUMBER: PS58-070580175210
DOE NO. 3576
The following amendments shall be made to the Standard Agreement for
Engineering Services.
1. Replace Article IV (K)(2)(g)with the following.
"The City of Fort Worth shall agree to waive its right of recovery in favor of Engineer for
damage covered under the City's commercial property insurance policy. Such waiver
shall not be effective regarding damage sustained by the City within the policy's
deductible limits. The City authorizes the Engineer to include in the construction
documents the requirement that the construction contractor agrees to waive its rights of
recovery in favor of the City and Engineer in the contractor's builders risk insurance
policy as required by the City.
All Project contractors shall be required to include CITY and ENGINEER as additional
insured on their General Liability insurance policies, and shall be required to indemnify
CITY and ENGINEER to the same extent. ENGINEER agrees to endorse its commercial
general liability insurance policy, in a reciprocal manner to include the City of Fort Worth
and specific City Project contractors categorically."
C-1
EXHIBIT "B-5"
Opinion of Sanitary Sewer Rehabilitation Costs
Sanitary Sewer Rehabilitation Contract LXI(61)
PS58-070580175210; DOE 3576
1. M-142,Sta 160+26 to 161+14(SH 183)
Item Engineer's Opinion of Probable Cost
No. :::ti Unit Description of Item Unit Cost Total
1 88 LF 15-inch Sanitary Sewer BOTC $450.00 $39,600
3 3 EA Sanitary Sewer Manhole $1,800.00 $5,400
2 5 VF Extra Depth Manhole $250.00 $1,250
3 3 EA Conc.Collar&MH Insert $300.00 $900
4 30 LF Asphalt Pavement Repair $30.00 $900
TOTAL $48,050
2. M-142,Sta 184+37 to 191+32E
Item Engineers Opinion of Probable Cost
No. Quant' Unit Descri tion of Item Unit Cost Total
1 695 LF 8-inch Sanitary Sewer $36.00 $25,020
2 15 EA Service Reconnections&Laterals $350.00 $5,250
3 3 EA Sanitary Sewer Manhole $1,800.00 $5,400
4 6 VF Extra Depth Manhole $250.00 $1,500
5 3 EA Conc.Collar&MH Insert $300.00 $900
6 30 LF As halt Pavement Repair $30.00 $900
TOTAL $38,970
3. M-142 Relief, 128+34 to 123+50 (Aerial)
Item
Engineers Opinion of Probable Cost
No.
Quantity Unit Description of Item Unit Cost Total
1 104 LF 18-inch Aerial Crossing $500.00 $52,000
2 588 LF 18-inch Sanitary Sewer $115.00 $67,620
3 2 EA Sanitary Sewer Manhole $1,800.00 $3,600
4 3 EA Conc.Collar&MH Insert $300.00 $900
5 1 LS Channel Earthwork $8,000.00 $8,000
6 100 SY Erosion Bank Protection $40.00 $4,000
TOTAL $136,120
4. M-144,Sta 58+86 to 61+80
Item Engineer's Opinion of Probable Cost
No. I Quantity Unit Description of Item Unit Cost Total
1 294 LF 10-inch Sanitary Sewer $48.00 $14,112
2 3 EA Sanitary Sewer Manhole $1,800.00 $5,400
3 3 EA Conc.Collar&MH Insert $300.00 $900
4 4 EA Service Reconnections&Laterals $350.00 $1,400
5 120 LF Asphalt Pavement Repair $30.00 $3,600
TOTAL $25,412
5. M-144,Sta 63+64 to 67+24
Item Engineer's Opinion of Probable Cost
No. Quantity Unit Description of Item Unit Cost Total
1 360 LF 10-inch Sanitary Sewer $48.00 $17,280
2 4 EA Sanitary Sewer Manhole $1,800.00 $7,200
3 4 EA Conc.Collar&MH Insert $250.00 $1,000
4 24 EA Service Reconnections&Laterals $350.00 $8,400
5 380 LF Asphalt Pavement Repair $30.00 $11,400
TOTAL $45,280
EB5-1
EXHIBIT "B-5"
Opinion of Sanitary Sewer Rehabilitation Costs
Sanitary Sewer Rehabilitation Contract LXI(61)
PS58-070580175210; DOE 3576
6. M-145,Sta 21+24AHD to 23+40(Side Yard& Back Yard)
Item Engine r' 0 inion of Probable Cost
No. Quantity Unit Description of Item Unit Cost Total
1 216 LF 8-inch Sanitary Sewer Pie Enlargement $65.00 $14,040
2 3 EA Sanitary Sewer Manhole Back Yards $2,000.00 $6,000
3 3 EA Conc.Collar&MH Insert $300.00 $900
4 2 EA Service Reconnections&Laterals $350.00 $700
5 20 LF Concrete Pavement Repair $45.00 $900
TOTAL $22,540
7.M-145,Sta 4+32 to 18+67
Item Engineers Opinion of Probable Cost
No. Quantitv Unit Description of Item Unit Cost Total
1 1,435 LF 8-inch Sanitary Sewer $36.00 $51,660
2 5 EA Sanitary Sewer Manhole $1,800.00 $9,000
3 20 • VF Extra Depth Manhole $250.00 $5,000
4 5 EA Conc.Collar&MH Insert $250.00 $1,250
5 4 EA Service Reconnections&Laterals $350.00 $1,400
6 550 LF Asphalt Pavement Repair $30.00 $16,500
TOTAL $841810
8. M-218, Sta 74+94 to 78+54
Item Engineers Opinion of Probable Cost
No. I Quantity Unit Description of Item Unit Cost Total
1 360 LF 84nch andary Sewer $36.00 $12,960
2 2 EA Sanitary Sewer Manhole $1,800.00 $3,600
3 2 EA Conc.Collar&MH Insert $250.00 $500
5 380 1 LF As haft Pavement Repair $30.00 $11,400
TOTAL $28,460
9. L-2001,Sta 0+00 to 5+13
Item Engineers Opinion of Probable Cost
No. Quantity Unit Description of Item Unit Cost Total
1 513 LF 8-inch Sanitary Sewer $36.00 $18,468
2 3 EA Sanitary Sewer Manhole $1,800.00 $5,400
3 3 EA Conc.Collar&MH Insert $250.00 $750
4 14 EA Service Reconnections&Laterals $350.00 $4,900
5 30 LF Asphalt Pavement Repair $30.00 $900
TOTAL $30,418
10. L-2009, Sta 5+82 to 5+93E
Item Engineer's Opinion of Probable Cost
No. Quantity Unit Description of Item Unit Cost Total
1 19 1 LF 8-inch Sanitary Sewer $36.00 $684
2 2 EA Sanitary Sewer Manhole $2,000.00 $4,000
3 2 EA Conc.Collar&MH Insert $250.00 $500
4 2 EA IService Reconnections&Laterals $350.00 $700
TOTAL $5,884
EB5-2
EXHIBIT"B-5"
Opinion of Sanitary Sewer Rehabilitation Costs
Sanitary Sewer Rehabilitation Contract LXI(61)
PS58-070580175210; DOE 3576
11. L-2016,Sta 0+00 to 3+26E
Item En ineers O inion of Probable Cost
No. Quant' Unit Descri tion of Item Unit Cost Total
1 326 LF 84nch Sanitary Sewer $36.00 $11,736
2 2 EA Sanitary Sewer Manhole $1,800.00 $3,600
3 2 EA Conc.Collar&MH Insert $250.00 $500
4 12 EA Service Reconnections&Laterals $350.00 $4,200
5 15 LF As haft Pavement Repair $30.00 $450
TOTAL $20,486
12.L-2019,Sta 0+00 to 5+79E
Item Engineers Opinion of Probable Cost
No. Quant' Unit Description of Item Unit Cost Total
1 579 LF 8-inch Sanitary Sewer $36.00 $20,844
2 3 EA Sanitary Sewer Manhole $1,800.00 $5,400
3 3 •EA Conc.Collar&MH Insert $250.00 $750
4 24 EA Service Reconnections&Laterals $350.00 $8,400
5 20 LF As haft Pavement Repair $30.00 $600
TOTAL $35,994
13. L-2025,Sta 0+00 to 6+12
Item Engineer's Opinion of Probable Cost
No. Quanti Unit Description of Item Unit Cost I Total
1 612 LF 8-inch Sanitary Sewer $36.00 $22,032
2 3 EA Sanitary Sewer Manhole $1,800.00 $5,400
3 3 EA Conc.Collar&MH Insert $250.00 $750
4 24 EA Service Reconnections&Laterals $350.00 $8,400
5 15 LF Asphalt Pavement Repair $30.00 $450
TOTAL $37,032
14. L-2035,Sta 0+00 to 4+55E
Item Engineers Opinion of Probable Cost
No. I Quantity I Unit Description of Item Unit Cost Total
1 455 LF 8-inch Sanitary Sewer $36.00 $16,380
2 2 EA SanitarV Sewer Manhole $1,800.00 $3,600
3 2 EA Conc.Collar&MH Insert $250.00 $500
4 11 EA Service Reconnections&Laterals $350.00 $3,850
5 460 LF Asphalt Pavement Repair $30.00 $13,800
TOTAL $38,130
15.L-2037,Sta 4+27 to 7+49
Item Engineers Opinion of Probable Cost
No. Quantity I Unit Description of Item Unit Cost Total
1 322 LF 8-inch Sanitary Sewer $36.00 $11,592
2 3 EA Sanitary Sewer Manhole $1,800.00 $5,400
3 3 EA Conc.Collar&MH Insert $250.00 $750
4 4 EA Service Reconnections&Laterals $350.00 $1,400
5 150 LF Asphalt Pavement Repair $30.00 $4,500
TOTAL $23,642
EBS-3
EXHIBIT "B-5"
Opinion of Sanitary Sewer Rehabilitation Costs
Sanitary Sewer Rehabilitation Contract Ul(61)
PS58-070580175210; DOE 3576
16. L-2326, Sta 9+91 to 13+38
Item Engineer's Opinion of Probable Cost
No. Quanti Unit Description of Item Unit Cost Total
1 347 LF 8-inch Sanitary Sewer $36.00 $12,492
2 2 EA Sanitary Sewer Manhole $1,800.00 $3,600
3 2 EA Conc.Collar&MH Insert $250.00 $500
4 13 EA Service Reconnections&Laterals $350.00 $4,550
5 15 LF Asphalt Pavement Repair $30.00 $450
TOTAL ;21,592
17. L-4694,Sta 7+30 to 9+02
Item Engineer's Opinion of Probable Cost
No. Quanti Unit Description of Item Unit Cost Total
1 172 LF 8-inch Sanitary Sewer $36.00 $6,192
2 2 EA Sanitary Sewer Manhole $1,800.00 $3,600
3 2 • EA Conc.Collar&MH Insert $250.00 $500
4 2 EA Service Reconnections&Laterals $350.00 $700
5 15 LF Asphalt Pavement Repair $30.00 $450
TOTAL ;11,442
18. L-4700,Sta 0+00 to 8+47
Item Engineers Opinion of Probable Cost
No. Quantity Unit Descri tion of Item Unit Cost Total
1 747 LF 8-inch Sanitary Sewer $36.00 $26 892
2 100 LF 84nch Sanitary Sewer BOTC $300.00 $30,000
2 2 EA SanitarySewer Manhole $1,800.00 $3,600
3 2 EA Conc.Collar&MH Insert $250.00 $500
4 15 EA Service Reconnections&Laterals $350.00 $5,250
5 30 LF Asphalt Pavement Repair $30.00 $900
6 550 LF Concrete Pavement Repair $45.00 $24,750
TOTAL ;91,892
19. L-4974, Sta 7+72 to 11+04
Item Engineer's Opinion of Probable Cost
No. I Quantity I Unit Description of Item Unit Cost Total
t 332 LF 8-inch Sanitary Sewer $36.00 $11,952
2 2 EA Sanitary Sewer Manhole $1,800.00 $3,600
3 2 EA Conc.Collar&MH Insert $250.00 $500
4 6 EA Service Reconnections&Laterals $350.00 $2,100
5 340 LF As haft Pavement Repair $30.00 $10,200
TOTAL ;28,352
20. M-218 Sta 55+81 to 58+94
Item Engineer's Opinion of Probable Cost
No. Quanti Unit Description of Item Unit Cost Total
1 313 1 LF 112-inch Sanitary Sewer $55.00 $17,215
2 3 EA Sanitary Sewer Manhole $1,800.00 j $5,400
3 2 EA Conc.Collar&MH Insert $300.00 1 $600
4 313 1 LF jAsphalt Pavement Repair $30.001 $9,390
TOTAL ;32,605
EB5-4
EXHIBIT "B-5"
Opinion of Sanitary Sewer Rehabilitation Costs
Sanitary Sewer Rehabilitation Contract LXI(61)
PS58-070580175210; DOE 3576
21.M-142,Sta 191+32E to L-2000,Sta.4+50
Item Engineers Opinion of Probable Cost
No. Quant' Unit Description of Item Unit Cost Total
1 350 LF 8-inch Sanitary Sewer $36.00 $12,600
2 9 EA Service Reconnections&Laterals $350.00 $3,150
3 1 EA Sanitary Sewer Manhole $1,800.00 $1,800
4 100 VF 8-inch SanitarySewer BOTC $300.00 $30,000
5 1 EA Conc.Collar&MH Insert $300.00 $300
TOTAL $47,850
22.M-144,Sta 61+80 to L-2006, Sta 3+24
Item Engineer's Opinion of Probable Cost
No. Quantity Unit Description of Item Unit Cost Total
1 324 LF 8-inch Sanitary Sewer $36.00 $11,6641
2 6 EA Service Reconnections&Laterals $350.00 $2,100
3 1 EA Sanitary Sewer Manhole $1,800.00 $1,800
4 1 EA Conc.Collar&MH Insert $300.00 $300
TOTAL $15,864
23. L-2006,Sta 3+24 to 7+66E
Item Engineer's Opinion of Probable Cost
No. Quantitv Unit Description of Item Unit Cost Total
1 442 LF 8-inch Sanitary Sewer $36.00 $15,912
2 1 EA Sanitary Sewer Manhole $1,800.00 $1,800
3 1 EA Conc.Collar&MH Insert $300.00 $300
4 8 EA Service Reconnections&Laterals $350.00 $2,800
5 30 LF Asphalt Pavement Repair $30.00 $900
TOTAL $21,712
24. M-142,Sta 184+37 to L-2009,Sta 5+82
Item Engineer's Opinion of Probable Cost
No. Quantity Unit Description of Item Unit Cost Total
1 582 LF 8-inch Sanitary Sewer $36.00 $20,952
2 2 EA Sanitary Sewer Manhole $1,800.00 $3,600
3 2 EA Conc.Collar&MH Insert $250.00 $500
4 12 EA Service Reconnections&Laterals $350.00 $4,200
5 20 LF Asphalt Pavement Repair $30.00 $600
TOTAL $29,852
25. M-144,Sta 70+94E to L-2017,Sta 5+49
Item Engineers Opinion of Probable Cost
No. Quantity I Unit Description of Item Unit Cost Total
1 556 LF 8-inch Sanitary Sewer $36.00 $20,016
2 2 EA Sanitary Sewer Manhole $180.00 $360
3 2 EA Conc.Collar&MH Insert $250.00 $500
4 11 EA Service Reconnections&Laterals $350.00 $3,850
5 30 LF Concrete Pavement Repair $45.00 $1,350
TOTAL $26,076
E85-5
EXHIBIT"B-5"
Opinion of Sanitary Sewer Rehabilitation Costs
Sanitary Sewer Rehabilitation Contract LXI(61)
PS58-070580175210; DOE 3576
26.M-144,Sta 67+24 to L-2018,Sta 5+85
Item Engineer's Opinion of Probable Cost
No. Quantity Unit Description of Item Unit Cost Total
1 585 LF 8-inch Sanitary Sewer $36.00 $21,060
2 1 EA Sanitary Sewer Manhole $1,800.00 $1,800
3 1 EA Conc.Collar&MH Insert $250.00 $250
4 12 EA Service Reconnections&Laterals $350.00 $4,200
5 20 LF Asphalt Pavement Repair $30.00 $600
TOTAL $27,910
27.L-2023,Sta 3+57 to 8+72
Item Engineer's Op inion of Probable Cost
No. I Quantity Unit Description of Item Unit Cost Total
1 518 LF 84nch Sanitary Sewer $36.00 $18,648
2 2 EA Sanfta Sewer Manhole $1,800.00 $3,600
3 2 EA Conc.Collar&MH Insert $250.00 $500
4 10 .EA Service Reconnections&Laterals $350.00 $3,500
5 15 LF Asphalt Pavement Repair $30.00 $450
TOTAL $26,698
28.L-2037,Sta 9+69 Point Repair
Item
Engineers Opinion of Probable Cost
No.
Quantity Unit Description of Item Unit Cost Total
1 1 LS Sanitary Sewer Point Repair $4,000.00 $4,000
2 10 1 LF jAsphalt Pavement Repair $30.00 $300
TOTAL $4,300
29. L-2326,Sta 9+91 to L-2560,Sta 0+25
Item I Engineer's Opinion of Probable Cost
No. I Quantity Unit Description of Item I Unit Cost Total
1 62 LF 8-inch Sanitary Sewer $36.00 $2,232
2 1 EA Sanitary Sewer Manhole $2,000.00 $2,000
3 1 EA Conc.Collar&MH Insert $250.00 $250
4 15 LF Asphalt Pavement Repair $30.00 $450
5 2 EA Service Reconnections&Laterals $350.00 $700
TOTAL $5,632
30. L-4694,Sta 5+42E to L-4697,Sta 3+81
Item Engineer's Opinion of Probable Cost
No. Quantilv I Unit Description of Item Unit Cost 11 Total
1 478 LF 84nch Sanitary Sewer $36.00 $17,208
2 2 EA Sanitary Sewer Manhole $1,800.00 $3,600
3 2 EA Conc.Collar&MH Insert $250.00 $500
4 10 EA Service Reconnections&Laterals $350.00 $3,500
5 478 LF Asphalt Pavement Repair $30.00 $14,340
TOTAL $39,148
EB5-
EXHIBIT "B-5"
Opinion of Sanitary Sewer Rehabilitation Costs
Sanitary Sewer Rehabilitation Contract LXI(61)
PS58-070580175210; DOE 3576
31. L-4694,Sta 13+80 to 17+40
Item Engineers Opinion of Probable Cost
No. Quantity Unit Description of Item Unit Cost Total
1 360 1 LF 8-inch Sanitary Sewer $36.00 $12,960
2 2 EA I Sanitary Sewer Manhole $1,800.00 $3,600
3 2 EA I Conc.Collar&MH Insert $250.00 $500
4 360 LF jAsphaft Pavement Repair $30.001 $10,800
TOTAL $27,860
32. L-4694,Sta 17+40 to 27+17E
Item Engineer's Opinion of Probable Cost
No. Quantitv Unit Description of Item Unit Cost Total
1 977 LF 8-inch Sanitary Sewer $36.00 $35,172
2 2 EA Sanitary Sewer Manhole $1,800.00 $3,600
3 2 EA Conc.Collar&MH Insert $250.00 $500
4 20 EA Service Reconnections&Laterals $350.00 $7,000
5 977 LF Asphalt Pavement Repair $30.00 $29,310
TOTAL $75,582
33. L-4694,Sta 3+70 to 5+42E
Item I Engineer's Opinion of Probable Cost
No. I Quantitv I Unit Description of Item Unit Cost Total
1 172 LF 8-inch Sanita Sewer $36.00 $6,192
2 1 EA Sanitary Sewer Manhole $1,800.00 $1,800
3 1 EA Conc.Collar&MH Insert $250.00 $250
4 2 EA Service Reconnections&Laterals $350A0 $700
5 15 LF Asphalt Pavement Repair $30.00 $450
TOTAL $9,392
34. L-4694,Sta 7+30 to 5+42E
Item Engineer's Opinion of Probable Cost
No. Quantity Unit Description of Item Unit Cost I Total
1 188 LF 8-inch Sanitary Sewer $36.00 $6,768
2 2 EA Service Reconnections&Laterals $350.001 $700
3 15 LF lAsphalt Pavement Repair $30.001 $450
TOTAL $7,918
35. L-4694,Sta 7+30 to L-4699,Sta 4+10E
Item Engineer's Opinion of Probable Cost
No. I Quantity Unit Description of Item Unit Cost I Total
1 410 LF 8-inch Sanitary Sewer $36.001 $14,760
2 1 EA Sanitary Sewer Manhole $1,800.00 $1,800
3 1 EA Conc.Collar&MH Insert $250.00 $250
4 10 EA Service Reconnections&Laterals $350.00 $3,500
TOTAL $20,310
EB5-7
EXHIBIT "B-5"
Opinion of Sanitary Sewer Rehabilitation Costs
Sanitary Sewer Rehabilitation Contract LXI(61)
PS58-070580175210; DOE 3576
36.M-218,Sta 74+94 to L-4724, Sta 5+93E
Item Engineer's Opinion of Probable Cost
No. Quantity Unit Description of Item Unit Cost Total
1 593LFd8-inch Sanita Sewer $36.00 $21,348
2 2 EASanita Sewer Manhole $1,800.00 $3,600
3 2 EACone.Collar&MH Insert $250.00 $500
4 12 EAService Reconnections&Laterals $350.00 $4,200
5 20 LFAsphalt Pavement Repair $30.00 $600
TOTAL $30,248
37. M-218,Sta 78+54 to L-4725,Sta 6+60
Item Engineers Opinion of Probable Cost
No. I Quantitv Unit Description of Item Unit Cost Total
1 660 LF 8-inch Sanitary Sewer $36.00 $23,760
2 2 EA Sanitary Sewer Manhole $1,800.00 $3,600
3 2 EA Cone.Collar&MH Insert $250.00 $500
4 13 .EA Service Reconnections&Laterals $350.00 $4,550
5 30 LF Asphalt Pavement Repair $30.00 $900
TOTAL $33,310
38.L-4725,Sta 6+60 to 12+38E
Item Engineer's Opinion of Probable Cost
No. Quant' Unit Descri tion of Item Unit Cost Total
1 578 LF 8-inch Sanitary Sewer $36.00 $20,808
2 2 EA Sanitaa Sewer Manhole $1,800.00 $3,600
3 2 EA Cone.Collar&MH Insert $250.00 $500
4 12 EA Service Reconnections&Laterals $350.00 $4,200
5 15 LF Asphalt Pavement Repair $30.00 $450
TOTAL $29,558
39. M-218,Sta 58+94 to K-4760,Sta 3+06
Item Engineer's Opinion of Probable Cost
No. Quantitv Unit Description of Item Unit Cost Total
1 306 LF 8-4nch Sanitary Sewer $36.00 $11,016
2 2 EA Sanita Sewer Manhole $1,800.00 $3,600
3 2 EA Cone.Collar&MH Insert $300.00 $600
4 2 EA Service Reconnections&Laterals $350.00 $700
5 15 LF Asphalt Pavement Repair $30.00 $4550
6 340 SY Creek Bank Sloe Protection Rip Rap $30.00 $10,200
TOTAL $26,566
40.L+4974,Sta 4+02 to 7+72
Item Engineer's Opinion of Probable Cost
No.
Quantity Unit Description of Item Unit Cost Total
1 370 LF 8-inch Sanitary Sewer $36.00 $13,320
2 1 EA Sanitary Sewer Manhole $1,800.00 $1,800
3 1 EA Cone.Collar&MH Insert $250.00 $250
4 8 EA Service Reconnections&Laterals $350.00 $2,800
5 370 LF Asphalt Pavement Repair $30.00 $11,100
TOTAL $29,270
EB5-8
EXHIBIT "B-5"
Opinion of Sanitary Sewer Rehabilitation Costs
Sanitary Sewer Rehabilitation Contract LXI(61)
PS58-0'70580175210; DOE 3576
41.M-142,Sta 182+49 to 184+37
Item Engineers Opinion of Probable Cost
No. Quantitv Unit Description of Item Unit Cost Total
1 188 LF 8-inch Sanitary Sewer $36.00 $6,768
2 ; EA Sanitary Sewer Manhole $2,000.00 $2,000
3 1 EA Conc.Collar&MH Insert $300.00 $300
4 188 LF Asphalt Pavement Repair $30.00 $5,640
TOTAL $14,708
42. M-142,Sta 179+65 to 182+49
Item Engineer' Opinion of Probable Cost
No. Quan' Unit Description of Item Unit Cost
ITotal
1 284aEA
8-inch Sanity Sewer $36.00 $10,224
2 1 Sanity Sewer Manhole $1,800.00 $1,800
3 1 Conc.Collar&MH Insert $250.00 $250
4 6 Service Reconnections&Laterals $350.00 $2,100
5 284 Asphalt Pavement Repair $30.00 $8,520
TOTAL $22,894
43.M-144,Sta 61+80 to 63+64
Item Engineer's O inion of Probable Cost
No. Quantity Unit Descri tion of Item Unit Cost Total
? ?84 LF 8-inch Sanitary Sewer $36.00 $6,624
2 2 EA IService Reconnections&Laterals $350.00 $700
3 1 20 LF jAsphalt Pavement Repair $30.00 $600
TOTAL $7,924
44. L-2365,Sta 0+00 to M-145,Sta 29+77
Item Engineer's Opinion of Probable Cost
No.
Quantitv Unit Description of Item Unit Cost Total
1 600 LF 8-inch Sanitary Sewer $36.00 $21,600
2 2 EA Sanitary Sewer Manhole $1,800.00 $3,600
3 2 EA Conc.Collar&MH Insert $250.00 $500
4 12 EA Service Reconnections&Laterals $350.00 $4,200
5 30 LF Asphalt Pavement Repair $30.00 $900
TOTAL $30,800
45.M-218,Ta 59+84 to 62+87
Item Engineer's Opinion of Probable Cost
No. Quantitv Unit Description of Item Unit Cost Total
1 303 LF 8-inch Sanitary Sewer $36.00 $10,908
2 2 EA Sanitary Sewer Manhole $2,000.00 $4,000
3 2 EA Conc.Collar&MH Insert $250.00 $500
4 303 LF Sod Replacement in Rosen Park $8.00 $2,425
TOTAL $17,833
E65-9
EXHIBIT "B-5"
Opinion of Sanitary Sewer Rehabilitation Costs
Sanitary Sewer Rehabilitation Contract LXI(61)
PS58-070580175210, DOE 3576
46.M-218,Sta 73+17 to 74+94
Item Engineers Opinion of Probable Cost
No. Quanti Unit Description of Item Unit Cost Total
1 177 LF 8-inch Sanitary Sewer $36.00 $6,372
2 1 EA Sanitary Sewer Manhole $1,800.00 $1,800
3 1 EA Conc.Collar&MH Insert $250.00 $250
4 4 EA Service Reconnections&Laterals $350.00 $1,400
5 15 LF Asphalt Pavement Repair $30.00 $450
TOTAL $10,272
47. M-218,Sta 87+33 to 88+74
Item
Engineer's,Opinion of Probable Cost
No. Quant' Unit Description of Item Unit Cost Total
1 141 LF 8-inch Sanitary Sewer $36.00 $5,076
2 2 EA Sanitary Sewer Manhole $1,800.00 $3,600
3 2 EA Conc.Collar&MH Insert $250.00 $500
4 2 EA Service Reconnections&Laterals $350.00 $700
5 141 LF Asphalt Pavement Repair $30.00 $4,230
TOTAL $14,106
48.M-218,Sta 85+14 to 87+33
Item
Engineers Opinion of Probable Cost
No. Quant Unit Description of Item Unit Cost Total
1 219 LF 8-inch Sanitary Sewer $36.00 $7,884
2 1 EA Sanitary Sewer Manhole $1,800.00 $1,800
3 1 EA Conc.Collar&MH Insert $250.00 $250
4 2 EA Service Reconnections&Laterals $350.00 $700
5 219 LF Asphait Pavement Repair $30.00 $6,570
TOTAL $17,204
49. M-218,Sta 78+54 to 85+14
Item Engineer's Opinion of Probable Cost
No. I Quantity I Unit Description of Item Unit Cost Total
1 660 LF 8-inch Sanitary Sewer $36.00 $23,760
2 1 EA Sanitary Sewer Manhole $1,800.00 $1,800
3 1 EA Conc.Collar&MH Insert $250.00 $250
4 16 EA Service Reconnections&Laterals $350.00 $5,600
5 30 LF Asphalt Pavement Repair $30.00 $900
TOTAL $32,310
EBS-10
ATTACHMENT "C"
CHANGES AND AMENDMENTS TO STANDARD AGREEMENT AND ATTACHMENT A
SANITARY SEWER REHABILITATION CONTRACT LXI (61)
PROJECT NUMBER: PS58-070580175210
DOE NO. 3576
The following amendments shall be made to the Standard Agreement for
Engineering Services.
1. Replace Article IV (K)(2)(g)with the following.
"The City of Fort Worth shall agree to waive its right of recovery in favor of Engineer for
damage covered under the City's commercial property insurance policy. Such waiver
shall not be effective regarding damage sustained by the City within the policy's
deductible limits. The City authorizes the Engineer to include in the construction
documents the requirement that the construction contractor agrees to waive its rights of
recovery in favor of the City and Engineer in the contractor's builders risk insurance
policy as required by the City.
All Project contractors shall be required to include CITY and ENGINEER as additional
insured on their General Liability insurance policies, and shall be required to indemnify
CITY and ENGINEER to the same extent. ENGINEER agrees to endorse its commercial
general liability insurance policy, in a reciprocal manner to include the City of Fort Worth
and specific City Project contractors categorically."
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City of Fort Worth, Texas
i1DAyor And Council Communication
DATE REFERENCE NUMBER LOG NAMEPAGE
4/9/02 **C-19040 30LX1 1 of 2
SUBJECT APPROPRIATION ORDINANCE AND ENGINEERING AGREEMENT WITH BLACK &
VEATCH CORPORATION FOR SANITARY SEWER REHABILITATION CONTRACT
LXI 61
RECOMMENDATION:
It is recommended that the City Council:
1. Authorize the transfer of $184,640 from the Water and Sewer Fund to the Sewer Capital Project
Fund; and
2. Adopt the attached appropriation ordinance increasing estimated receipts and appropriations in the
Sewer Capital Project Fund in the amount of$184,640 from available funds; and
3. Authorize the City Manager to execute an engineering agreement with Black & Veatch Corporation
in the amount of$176,640 for Sanitary Sewer Rehabilitation Contract LXI (61).
DISCUSSION:
This project consists primarily of the preparation of plans and specifications for the rehabilitation of the
following severely deteriorated sanitary sewer mains and laterals:
• M-145 Beginning from a point located 250 feet east of the 25th Street/NW
25th Street intersection, southerly 750 feet, then southwesterly 250
feet, then commencing again from the Adam Avenue/Hanna Avenue
intersection, southwesterly 1700 feet along Adam Avenue to Belle
Avenue; and
• M-144, L-2006, L-2016, Located in an area generally bound by Macie Street on the north,
L-2017, L-2018, L-2019 Kearney Avenue on the south, NW 27th Street on the east, and NW
25th Street on the west; and
• M-142, L-2001, L-2009 Located in an area generally bound by West Long Avenue on the
north, Grayson Avenue on the south, NW 27th Street on the east,
and NW 26th Street on the west; and
• L-4694, L-4697, L-4699 Located in an area generally bound by Kearney Avenue on the
north, Menefee Street on the south, 20th Street on the east, and
17th Street on the west; and
• M-218, L-4724, L-4725 Located in an area generally bound by Titus Street on the north,
Robinson Street on the south, 26th Street on the east and 24th
Street on the west; and
• L-2025 Located in the alley between 21 st Street and 22nd Street from Belle
Avenue to Adams Avenue.
City of Fort Worth, Texas
"affor And Council Communication
DATE REFERENCE NUMBER LOG NAMEPAGE
4/9/02 **C-19040 30 11
2 of 2
SUBJECT APPROPRIATION ORDINANCE AND ENGINEERING AGREEMENT WITH BLACK $
VEATCH CORPORATION FOR SANITARY SEWER REHABILITATION CONTRACT
LXI 61
Black 8 Veatch Corporation proposes to perform the design work for a lump sum fee of$176,640. Staff
considers this fee to be fair and reasonable for the scope of services proposed.
Black & Veatch Corporation is in compliance with the City's M/WBE Ordinance by committing to 36%
M/WBE participation. The City's goal on this project is 23%.
The project is located in COUNCIL DISTRICTS 2 and 7, Mapsco 47X, and Y, and 61 B, C, D, E, F, G, H,
and W.
In addition to the contract amount, $8,000 is required for project management by the Engineering
Department.
FISCAL INFORMATION/CERTIFICATION:
The Finance Director certifies that upon approval and completion of recommendation No. 1, and
adoption of the attached appropriation ordinance, funds will be available in the current capital budget,
as appropriated, of the Sewer Capital Project Fund.
BG:k
Submitted for City Manager's FUND ACCOUNT CENTER AMOUNT CITY SECRETARY
Office by: (to)
1&2)PS58 472045 070580175210 $184,640.00
Bridgette Garrett/Acting 6140 2)PS58 531200 070580175210 $176,640.00
Originating Department Head: 2)PS58 531350 030580175210 $ 8,000.00
Douglas Rademaker 6157 (from) APPROVED 04/09/02
3)PS58 531200 070580175210 $176,640.00 ORD1 15069
Additional Information Contact: 1)PE45 538070 0709020 $184,640.00
Douglas Rademaker 6157