HomeMy WebLinkAboutContract 30901 CITY SECRETARY
CITY OF FORT WORTH, TEXAS CONTRACT NO
STANDARD AGREEMENT FOR ENGINEERING SERVICES
This AGREEMENT is between the City of Fort Worth (the "CITY"), A.N.A.
Consultants, L.L.C., and, (the "ENGINEER"), for a PROJECT generally described as: for
Pavement Reconstruction and Water and Sanitary Sewer Main Replacement on 011ie Street
(Martin Street to Pioneer Street), Bundy Street (Rodeo Street to Pecos Street), Pioneer
Street (Old Mansfield Road to Wichita Street) and Lucinda Street (Pecos Street to Ray Alvin
Drive).
Article I
Scope of Services
A. The Scope of Services is set forth in Attachment A.
Article 11
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 1, 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.
ORIGINAL
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 CITYs 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.
ENGINEERING CONTRACT
Page 2 of 14
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 CITYs 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
ENGINEERING CONTRACT
Page 3 of 14
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
ENGINEEITs 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 MANBE 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 necessary ENGINEER facilities and shall be provided adequate
ENGINEERING CONTRACT
Page 4 of 14
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 sub-consultant
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. ENGINEIEWs 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
$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
ENGINEERING CONTRACT
Page 5 of 14
(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 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 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.
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 CITYs 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.
ENGINEERING CONTRACT
Page 6 of 14
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 subconsultants
maintain insurance coverage, 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.
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 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.
ENGINEERING CONTRACT
Page 7 of 14
................
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-Fumished Data
The CITY will make available to the ENGINEER all technical data in the CITYs
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 CITYs facilities as may be required in connection with the
ENGINEER's services. The CITY will be responsible for all acts of the CITYs
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
ENGINEERING CONTRACT
Page 8 of 14
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 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 contractors
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."
ENGINEERING CONTRACT
Page 9 of 14
(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. CITYs 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.
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.
ENGINEERING CONTRACT
Page 10 of 14
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 CITYs 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 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.
ENGINEERING CONTRACT
Page 11 of 14
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.
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
ENGINEERING CONTRACT
Page 12 of 14
$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 VIJ 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.
ENGINEERING CONTRACT
Page 13 of 14
Article VIII
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
L' ) d 4.
Executed this the ay of Klcxlir2 0 0�
ATTEST: C7,,Y OF FORT WO"
Marty Hendrix Marq. A. Oft
City Secretary Assistant City Manager
APPROVAL RECOMMENDED
Contract xuth
'tiox.
A. Douglas Rademaker, P.E.
Date Director, Engineering Department
APPROVED AS TO FORM
AND LEGALITY
Assistant' Attorney
AN-A CONSULTANTS LLC.
ATTEST-. ENGINEER
B
ark N.
Vice President
ENGINEERING CONTRACT
Page 14 of 14
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.
GFNFRAI
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/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
permitting authority. If such changes are required, the Engineer shall notify the City and
-1-
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.
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.
-3-
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
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.
-4-
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.
-5-
7/28/200411:10AKO Exhibit A-
EXHIBIT ')A-1"
SUPPLEMENTAL SCOPE OF SERVICES
(SUPPLEMENT TO ATTACHMENT "A")
DESIGN SERVICES: WATER AND/OR SANITARY SEWER IMPROVEMENTS
The following is e clarification of the tasks that the ENGINEER will perform under ATTACHMENT
"A" Work under this attachment includes engineering services for water and/or sanitary sewer
improvements for the following:
011ie Street(Martin toPimnmer)| Bundy Street(Rodeo tmPecos)
Pioneer Street(Old Mansfield Rd. to Wichita); Lucinda Street(Pecos to Ray Alvin)
Contract No.: 13
Project No.: 00026
Water Sewer
Street Council Proposed Proposed
Districts Water Existi.ng Replacement Length Sewer Existi I ng Replacement Length
Map No. Size(in.) size(in.) M) Map No. Size(in.) size(in.) (ft.)
to Pioneer St.)
(Rodeo to Pecos) 2060-368 2060-368
Pioneer St.(Old 2066-372 2066-372
Mansfield Rd.to No.8 2060-372 6" 8(PVC) 3,830 2060-372 6" 8" 3690
Lucinda St
TOTAL 1 6,460 TOTAL 1 4,525
Upon receipt of notice to proceed, the ENGINEER will perform the following tasks:
PARTA—PRE-ENG|NEER|NG
1Initial Data Collection
a. Pre-Design Coordination Meetings
ENGINEER will attend and document meebngs, as required, to discuss and
coordinate various aspects of the project and to ensure that the project stays on
schedule. For purposes of establishing a level of comfort, two (2) meetings aro
anticipated. Theme include the following:
GA14
m1 mo+- —
JA04520kcvntract`sxxum»-1_WiSa.doc
'
} ' /
| �- ---
7/28/30041110AM Exhibit A-1
One (1) pre-design Wok-off meeting, (including the C|TY'm Department of
Engineering and other departments that are impacted bvthe pnojeot .
One (1) review meeting at completion of the City's review of the conceptual
engineering plans.
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 conditions that may impact the project including; ud|ideo. City
Master p|ono, property ownership as available from the Tax Assessor's
office.
The data collection efforts will also include conducting special coordination
meetings with affected property owners and businesses as necessary to
develop sewer re-routing plans.
The following oho|| beapplicable atall locations where it is necessary to
relocate or reroute the existing private sanitary sewer service line due tothe
abandonment or realignment of the existing public sanitary sewer lateral or
main:
The CITY shall furnish the Engineer with asample format ofhow the sewer
service line reroute/relocation should be designed and submitted for
construction. During design ourvey, if rod can be inserted through the
cleanout to the bottom of the service line, the Engineer will obtain the flow
line elevation and design the service line prior toadvertising the project for
bid. If the service flow line information cannot be obtained during design
survey, the Engineer shall delay the design of the sewer service line until
after the start of construction, The CITY will then direct the Contractor to
de-hole the son/ice line at the clean-out location of all buildings or
structures sothat the Engineer's surveyor can determine the flow line nfthe
sewer service line. The Engineer shall use this information toprovide the
design for the sanitary sewer service line tobererouted nrrelocated.
C. Coordination with Other Agencies
During the concept phase the ENGINEER shall coordinate with all uti|ities,
including utilities owned bvthe City, TxD[)T and railroads. These entities
EA1'2
/ - �-
J:10* szm* mwv"Exmun�-l-m-SS.uoc
/
'__
7/28/20041110AK8 Exhibit A-1
shall also be contacted if app|imab|e, to determine plans for any proposed
facilities or adjustment to existing facilities within the project limits. The
information obtained shall boshown onthe concept plans. The ENGINEER
shall show the location of the proposed utility |ines, existing utility lines and
any adjustments and/or relocation of the existing lines within the project
limits. ENGINEER shall cornp|mhs all forms necessary for City to obtain
permit letters from TxD{}Tond railroads and submit such forms b) the City.
City shall be responsible for forwarding the forms to the affected agencies
for execution.
2. Schedule Submittal and Monthly Progress Report
The ENG|ENER shall submit o progress schedule after the design contract is fully
executed. The schedule shall be updated and submitted tmthe CITY along with monthly
progress reports anrequired under Attachment Bnfthe contract.
PART B 'CONSTRUCTION PLANS AND SPECIFICATIONS
1. Conceptual Engineering
i. Surveys for Design
o. ENGINEER will perform field surveys tocollect 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.
Information gathered during the survey shall include topographic
data, elevations of all sanitary and adjacent storm smwena, rim/invert
elevations, |ooedinn and buried uti|itien, struoturoo, and other features
relevant to the hnm| 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, #snces, wa||u, otc., horizontally along nanr lines
in an approximately 50' wide strip. In addition, locate all rear house
corners and building corners in backyards.
Profile existing water and/or sewer line centerline.
Compile base plan from field survey data at 1"-4O' scale.
E41
-3 [___ _- --
/ Rev 6/18/64
JxumAA_W-ae.dv"
| �
7/28/2004 11:10 AM Exhibit A-1
Obtain permission for surveying through private property. Locate
horizontal and vertical alignment of utility lines, existing utilities, trees,
fences, walls, etc., horizontally along rear lot lines in an
approximately 20' wide strip. In addition, locate all rear house corners
and building corners in backyards. Compile base plan from field
survey data at 1" =40' horizontal and 1" =4' vertical scale.
When conducting design survey at any location on the project, the
consultant or its sub-consultant shall carry readily visible information
identifying the name of the company and the company
representative. All company vehicles shall also be readily identified.
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 CITY Department of Engineering.
All text data such as plan and profile, legal descriptions, coordinate
files, cut sheets, etc., shall be provided in the American Standard
Code for Information Interchange (ASCII) format, all drawing files
shall be provided in MicroStation (DGN) or Autocad (DWG or DXF)
format (currently Release 2002), or as otherwise approved in writing
by the CITY, and all data colleted generated during the course of
the project shall become the property of the CITY.
The minimum information to be provided in 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 a referred bearing base. Z coordinate
on City Datum only.
EA 1-4
Rev 5/18/04
J:10405201contractlExhlbit A-1 W-SS.doc
7O8/200411i0/\M Exhibit A-
c. Descriptive Location (Ex. Sed inthe centerline of the
inlet inthe South curb line ofNorth Side Drive at the
East end ofradius atthe Southeast corner ofNorth
Side Drive and North Main Stroot).
3, Coordinates on all P.C.'m' PT.'n, P1'm, K4anhn|*a. Valves,
ehc., inthe same coordinate ayotern' as the Control Points.
4� Noless than two bench marks plan/profile sheet.
5. Bearings given onall proposed centerlines, nrbaselines.
0. Station equations relating utilities to paving, when
appropriate.
7. Obtain the ''hzot print" of all properties vvhoro the sanitary
sewer service line istnberelocated urrerouted.
ii. Public Notification
Prior to conducting design nurvey. ENGINEER will notify affected
residents of the project in writing. The notification letter shall be on
company letterhead and shall include the following: project nonne.
|inoits. DOE project no.. Consultant's project nnonmOer and phone
no., scope of survey work and design survey schedule. The letter
will bereviewed and approved hythe City prior todistribution.
iii. Conceptual Engineering Plan Submittal
n. Conceptual plans shall besubmitted toCity_46days after
Notice toProceed Letter imissued.
h. The ENGINEER shall perform conceptual design Of the
proposed improvements and furnish four /4\ copies of the
concept engineering plans which includes |myouts,
preliminary right-of-way needs and cost estimates for the
ENG|NEER'sroconnrnended plan. ENGINEER shall perform
remaining field surveys required for final design Of selected
route(x). The ENGINEER shall also evaluate the phasing of
the vvator, sanitary sewer, street and drainage work' and
shall submit such evaluation inwriting tVthe City msmpart of
EA1'5
Rey 5imp,4
J:W*ooeo1cv",,ucusxmbit«'1-V4'uS, wuo _�--- --- —�
—
7/28/200411:10AD0 Exhibit A-1
the concept phase of the project. All design shall be in
conformance with Fort Worth VVotar Department policy and
procedure for processing water and sewer design.
ENGINEER oho|| review the City's water and sewer master
plan, other pertinent design information and provide e
summary offindings pertaining tothe proposed project.
2. Preliminary Engineering
Upon approval of Pad B. Paragraph i/i (b), ENGINEER will prepare
preliminary construction plans as follows:
a. Overall water and/or sanitary sewer layout sheets and an
overall easement layout sheot(s).
b. Preliminary project plans and profile sheets on 22^ x 34"
sheets which show the following: Proposed water and/or
sanitary sewer plan/profile and recommended pipe size, fire
hydr8Ots. Vv8tar service lines and meter boxeo, gate v8|veS,
isolation valves, manholes etc., related appurtenances 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 |inem, pipelines schedule for point repairs,
rehabilitation and replacement will be located on the base
sheets prepared from survey information gathered under
Part B. Paragraph b. Conflicts shall be resolved vvhens
pipelines are to be rehabilitated on the same line segment.
Base sheets shall reference affected or adjacent streets.
Where open-cut and tnenoh|esstechnology construction is
antioipmted, below and above ground utilities will he located
and shown onthe base sheets.
d. Existing utilities and utility easements will he shown on the
plan and profile sheets. ENGINEER will coordinate with
utility companies and the City nfFort Worth h} determine if
any future improvements are planned that may impact the
project.
e. The design for sewer service line reroute/relocation will be
EA1'G
Rev 5/18/04
JA0* szmco"t,u"osxmun«'l_w-So.uvc
7128/20041110AK8 Exhibit A-
provided if the Oovv line elevation of the sewer service can
be determined from the cleanout location. If this elevation
cannot he determined during design sunxay, the design
shall be provided after award of the construction contract
msspecified inPart A. Paragraph 1b.
f. The ENGINEER shall make provisions for reconnecting all
identifiable vvabar and/or wastewater service lines which
comnect directly to any main being nap|aced, including
nap|am*noent of existing service lines within City right-of-
way or utility easement. When the existing alignment of
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 tnthe existing main and connect
said service lines to the relocated main.
91 The ENGINEER will prepare standard and special detail
sheets for water line installation and oevvar rehabilitation or
replacement that are not already included in the D'Gmotion
of the City's specifications. These may include connection
details between various ports of the projeot, tunneling
detai|s, boring and jacking detai|a, waterline re|uoations,
details unique tothe construction Ofthe project, trenoh|eB0
details, and special service lateral reconnections.
h. Right-mf-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 onavailable information and recommendations will be
made for approval bythe City.
i, Rig ht-of+may/EasmnmmntPreparation and Submittal
Preparation and submittal of hght-of-way, easements and
rights-of-entry will be in conformance with ''GUbnnitta| of
Information toReal Property for Acquisition ofProperty^
]. Utility Clearance Phase
EA1~7 ------ -
5'/'l 8/04'
Jm* 6201cv"trxctsxmumx'1 vuuaoc '
______
7D8Q0041110A01 Exhibit A-
The ENGINEER will consult with the City's VVekar
Department, Department of Engineering, and other CITY
depertments, public utilities, private utilities and government
agencies to determine the approximate location of above
and underground uh|itieo, and other facilities that have an
impact orinfluence onthe project.
ENGINEER will design City facilities to avoid or minimize
conflicts with existing utilities.
The ENGINEER ahoU deliver a nnininnunn of 13 sets of
approved preliminary construction plans to the City's Utility
Coordinator for forwarding to all uh|kv companies, which
have facilities within the limits nfthe project.
k. Preliminary construction plan submittal
i Preliminary plans and specifications shall be
submitted toCity 9} after approval VfPart
B. Paragraph iii (b).
ii The ENGINEER shall deliver two (2) sets of
preliminary construction plans and two (2) sets of
specifications and contract documents to CITY for
review. Genena\k/, plan sheets shall be organized as
follows:
Cover Sheet
{3enero| Notes/Lmgond
Easement layout(if applicable)
Abandonment
Plan & Profile Sheets
Standard Construction Details
Special Details (If applicable)
iii. The ENGINEER shall submit a preliminary eainlohe
of probable construction cost with the preliminary
plans submitted. ENGINEER shall assist City in
selecting the feasible and/or economical solutions to
be pursued.
EA1-8
Rev 5118/04
JA0*052ftoouacusxm*xss.*=
/
7/28/2004 11:10 AM Exhibit A-1
I. 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.
m. Public Meeting
After the preliminary plans have been reviewed and approved
by the City, the ENGINEER shall prepare project exhibits,
provide the CITY with the database listing the names and
addresses of all residents and business to be affected by the
proposed project, and attend public meeting to help explain the
proposed project to residents. The CITY shall select a suitable
location and mail the invitation letters to the affected customers.
3. Final Construction Plan Submittal
a. Final Construction Documents shall be submitted to CITY 45 days after
approval of Part B, Paragraph 2 k.
Following CITY approval of the recommended improvements, the
ENGINEER shall prepare final plans and specifications and contract
documents to CITY (each plan sheet shall be stamped, dated, and signed
by the ENGINEER registered in State of Texas) 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
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
EA 1-9
Rev-511810A
JA0405201contracdExhibttA�1 W-SS.doc
7/28/2004 11:10 AM Exhibit A-1
documents for the projects to the CITY for distribution to potential bidders. Proposal
will be delivered in electronic format.
b. Bidding Assistance
The ENGINEER shall assist the CITY during this phase including preparation and
delivery of any additional addenda prior to bid opening to plan holders and respond
to questions submitted to 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, develop bid tabulations in
hard copy and electronic format and return four (4) copies of the bid tabulation,
along with the contract documents to the City within three (3)working days after bid
openings.
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, if necessary.
EA1-10
Rev 5/18/04
JA0405201contracbExhibit A-1 W-SS.doc
$/3C200410:16AK8 Exhibit A-2
EXHIBIT "A-2"
SUPPLEMENTAL SCOPE gFSERVICES
(SUPPLEMENT TO ATTACHMENT "A")
DESIGN SERVICES: PAVING AND/OR DRAINAGE IMPROVEMENTS
The following is a clarification of the tasks that the ENGINEER will perform under ATTACHMENT
"A". Work under this attachment includes engineering services for paving and/or a(nrrn drain
improvements for the following:
011ie Street(Martin to Pioneer); Bundy Street(Rodeo to Pecos)
Pioneer Street(Old Mansfield Rd. to Wichita); Lucinda Street(Pecos to Ray Alvin)
Contract No.: 13
P 'gctNo.: 00025
Concrete Pavement
Storm Drain
Council Pavement (Street Width Approx.28'width)
Street Districts Width 6"Lime 6"Reinf. G"Reinf. 5' 10,
(ft) Stabilized Concrete 7" Integral Concrete 18"RCP 24"RCP Curb Curb
Subgrade Pavement Curb(LF) Driveway (LF) (LF) Inlet Inlet
Pioneer St.)
Bundy St.(Rodeo No,8 28 2,130 2,060 1,295 1,200 2
to Pecos)
Pioneer St.(Old No8
Mansfield Rd.to 28 13,511 13,085 7,725 10,215 2
Wichita) i
to Ray Alvin) T I
TOTAL 21,793 21,093 1 12,723 17,405
Upon receipt of notice to proceed, the ENGINEER will perform the following tasks:
PARTA- PRE-ENG|NEER|NG
1. Initial Data Collection
a. Pre-Design Coordination Meetings
ENGINEER will attend and document nnefdingo, an required` to discuss and
coordinate various aspects of the project and to ensure that the project stays VD
schedule. For purposes of establishing o level of comfort, two (2) meetings are
anticipated. These include the following:
One (l) pre-design kick-off meeting, (including the CITY'S Department of
EA24
Rev 15/18104 -
x:10405201cvntract\Coocmu-ExmunA-2_rpw.*n
/ ^ '
8%3/2004101$A88 Exhibit A-2
Engineering and other departments that are impacted bvthe project).
One (1) review meeting at completion of the City's review of the conceptual
engineering plane.
b. Data Collection
In addition to data obtained from the C|b/. 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 conditions
that may impact the project including; utilities, City Master plans, CITY drainage
complaint fi|em, existing applicable drainage studios 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 bythe City, TxDOTond railroads. These entities shall also
be contacted if @pp|ic8b|e, to determine plans for any proposed facilities or
adjustment to existing facilities within the project limits. The information obtained
shall be shown on the concept plans, The ENGINEER shall show the location of
the proposed utility lines, existing utility lines and any adjustments and/or relocation
of the existing lines within the project |inndo. ENGINEER uho|| complete all forms
necessary for City tuobtain permit letters from TxDOTand railroads and submit
such forms to the City. City shall be responsible for forwarding the forms to the
affected agencies for execution,
2. Schedule Submittal and Monthly Progress Report
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 asrequired under Attachment Bofthe contract.
PART B -CONSTRUCTIOMPLANSAND SPECIFICATIONS
1. Conceptual Engineering
i. Surveys for Design
a. ENGINEER will perform field surveys to collect horizontal and vertical
EA2'2
Rev 5/18/04
J:m4m52mxontmxuuonoma-sxmmtx'2-7pw.uvc
9/3/2004 10:16 AM Exhibit A-2
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. Existing drainage at
intersections will be verified by field surveys. Spot elevations will be shown
on intersection layouts with cross slope to fit intersecting grade lines.
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
Department of Engineering. All text data such as plan and profile, legal
descriptions, 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
(currently Release 12), 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 a 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).
EA2-3
Rev 5/18/04
JA0405201contract\Concrete-Exhibit A-2 TPW.d6c
9/3/2004 10:16 AM Exhibit A-2
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 bench marks, per line or location.
5. Bearings given on all proposed centerlines, or baselines.
6. Station equations relating utilities to paving, when appropriate.
ii. Public Notification
Prior to conducting design survey, ENGINEER will notify affected
residents of the project in writing. 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.
iii. Drainage Computations
ENGINEER will review and document the storm water watershed
drainage runoff area and existing street, right-of-way and storm
sewer capacities for the subject site. A drainage area map will be
drawn at 1" = 200' scale from available contour maps.
Calculations regarding street and right-of-way capacities and
design discharges (5-year and 100-year frequencies) at selected
critical locations will be provided. Capacities of existing storm
drain will be calculated and shown. The ENGINEER's
responsibility includes recommendations for improvements of the
existing system as deemed reasonable and consistent with City
standards.
iv. Conceptual Engineering Plan Submittal
a. Conceptual plans shall be submitted to City 45 days after
Notice to Proceed Letter is issued.
b. The ENGINEER shall furnish four (4) copies of the Phase 1
concept engineering plans which include layouts, preliminary
right-of-way needs and cost estimates for the ENGINEER's
EA2-4
Rev 5/18/04
JA040520%contractlConcrete-Exhibit A-2 TPW.doc
9/3/2004 10:16 AM Exhibit A-2
recommended plan. 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.
2. Preliminary Engineering
Upon approval of Part B, Paragraph IV, ENGINEER will prepare construction plans as
follows:
a. Drainage area maps with drainage calculations and hydraulic
computations. Information shown on the plans will be consistent with Part
A, Paragraph 1.b. for proposed condition.
b. Preliminary project plans and profile sheets which will show the following
and shall be on 22" x 34" sheets:
Property Ownership
Curb Lines
Driveways
Medians (if applicable)
Sidewalks
Existing and proposed water and sanitary sewer mains.
C. Proposed roadway profile grades and elevations along each curb line;
elevations at all p.v.i.'s; p.i's half stations; high and low points; vertical curve
information; and pertinent AASHTO calculations. Profiles for existing curbs
(if any) and existing ground at the left and right-of-way lines shall be shown.
Existing found property corners (e.g. Iron pins) , along the existing right-of-
way shall be shown on the plans. Profiles for existing and proposed storm
drain mains and leads shall be provided.
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. Preliminary roadway cross-sections will be developed, from the survey
notes, at intervals not-to-exceed 50 foot along the project length and will
extend 10' past the right of way line on both sides of the street. Additional
cross-sections at important features including driveways, p.i.'s of
EA2-5
Rev$/1 X164
J:10405201contractlConcrete-Exhibit A-2 TPW.doc
9/3/20041016AM Exhibit A-2
intersecting streets, (minimum distance of 100' along cross-street at each
P1) vva|kS' retaining vvoUo, etc., will also be provided. Prnfi|no of centerline
of drivewaysvviU also be provided where necessary. Scale will be 1" = 10'
horizontal and 1" = 2'wadicai
t Street and intersection layouts.
9. Proposed plan/profile sheets will oOnh)nn to City of Fort Worth construction
legend. Adequate horizontal and vertical control shall bnprovided onthe
plan sheets to locate all proposed and existing facilities. Legal descriptions
(Lot Nos., Block Nos., and Addition Names) along with property ownership
shall beprovided onthe plan view.
h. Furnish aaafunction of final plans, six (0) copies ofthe final cross-sections
on 22" x 34" sheets. Information on these sheets will include centerline
Station. profile grades and centerline elevations, roadway section (existing
and proposed}. right-of-way Urnito Scale will be 1" = 20' horizontal and 1" =
2' vertical with cross sections plotted with stationing from the bottom of the
oheet, and will include laterals and inlets. CITY policy with regard to parking
design shall bemaintained. Excavation and embankment volumes and end
area computations shall also bnprovided.
|. 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 bythe City.
E/\3'G
Rev 5118104
J:1040620mvntmooConumte'sxm»nx'2-7Pw.u"n
9/3/2004 1016 AM Exhibit A-2
i Rig msementPreparation and Subnmhfta|
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 ofPnopedv"
k. Utility Clearance Phase
The ENGINEER will consult with the City's Transportation and Pub|ni
Works Department, Water Department, Department ofEngineering, and
other CITY departnnentS, public uU|itiea, private utilities, private utilities
and government agencies (odetermine the approximate location mfabove
and underground u0ities, and other facilities that have an impact or
influence on the project. ENGINEER will design City facilities toavoid or
minimize conflicts with existing utilities.
The ENGINEER shall deliver nnininounn of 13 sets of approved preliminary
construction plans tothe City's Utility Coordinator for forwarding toall utility
uornponiea, which have facilities within the |inlbe of the project.
|. Preliminary Construction Plan Submittal
i. Preliminary construction plans and specifications shall besubmitted
to CITY 90 days after approval ofPart B, Paragraph iv.
ii. The ENGINEER shall deliver two (2) sets of preliminary construction
plans and two (2) specifications toCITY for review, Genena||y, plan
sheets shall beorganized esfollows:
Cover Sheet
General Layout and Legend Sheet
Drainage Area Map and Computations
Plan & Profile Sheets
Standard Construction Details
Special Details (If applicable)
iii. Preliminary estimate shall nubnnd a preliminary estimate of probable
construction cost with the preliminary plans submitted. Engineer
oho|| assist City in selecting the feasible and or economical
solutions tobepursued,
EA2-7
1nev,m18m4�_- ___
J:10405201cvntrauu vncrem-sxmuu^a_/nw.oc"
,
/
9C3/200410:16AK8 Exhibit A-2
M. 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.
n. Public Meeting
After the preliminary plans have been reviewed and approved by the City.
the ENGINEER shall prepare project oxhibitu, provide the CITY with the
database listing the names and addresses of all residents and business to
be affected by the proposed pnoject, and attend public meeting to help
explain the proposed project to naa|dmntu. The CITY shall select o suitable
location and mail the invitation letters tothe affected customers.
3. Final Construction Plan Submittal
a. Final Construction Documents shall be submitted to CITY 45days after
opppnvo| of Part B. Paragraph 2 (b).
Following CITY approval of the recommended improvements, the
ENGINEER shall prepare final plans and specifications and contract
documents tOCITY (each plan sheet shall be odannped, datad, and signed
by the ENGINEER m*Q\miened in State of Texas) and submit two (2) sets of
plans and construction contract documents within 15 days ofC|TY's final
approval. Plan sets shall he used for Part C activities.
b. ENG|NEEFR's Estimate mfProbable Construction Cost
The ENGINEER ohe|| submit afinal estimate ofprobable construction cost
with the final plans submitted.
PARTC -PRE-CONSTRUCT|ONAGS|STANCE
Administration
a. Bid Documents Submittal
The ENGINEER will make available for bidding, upon request by
the {}|TY, up to fifty (50) sets of the final approved and dated plans
EA2-8
Rev 6118/04
J:m/mozmxootraxu000x,em'sxmbit x-2_!pWuvc
9C3/20041016/4K8 Exhibit A-2
and specifications and contract documents for the projects to the
CITY for diothbution to potential bidders. Proposal will be provided
inelectronic format.
b� Bidding Assistance
The ENGINEER shall assist the CITY during this phase including
preparation and delivery of any additional addenda prior to Nd
opening to plan holders and respond to questions oubnndh*d to DOE
by prospective bidden;. 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,
develop bid tabulations in hand copy and electronic format and
return four (4) copies of the bid tabulation, along with the contract
documents to the City within three (3) working days after bid
openings.
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
ondesign and/or construction changes, ifnecessary.
E42-S
n snmo
J:m'mnxo1cv"tmcucvnc,am'sxmmtx-olrpW�� -
. l
September 9, 2004 Attachment B
ATTACHMENT "B"
COMPENSATION AND SCHEDULE
Street Reconstruction, Water and Sanitary Sewer Replacement on:
011ie Street (Martin to Pioneer); Bundy Street (Rodeo to Pecos)
Pioneer (Old Mansfield Rd. to Wichita); Lucinda Street (Pecos to Ray Alvin)
Contract No.: 13
Project No.: 00026
I. Compensation
A. The Engineer shall be compensated a total lump sum fee of$ 185,683.50 as
summarized in Exhibit "B-3A". Payment of the total sump sum fee shall be
considered full compensation for the services described in Attachment "A",
Exhibit"A-1", and Exhibit"A-2"for all labor materials, supplies and equipment
necessary to complete the project.
B. The ENGINEER shall be paid in monthly partial payments as described in
EXHIBIT "B-1" upon receipt of invoices submitted by the ENGINEER, based
on an estimate of the percentage of completion of the project, not to exceed
the milestone limits described in EXHIBIT "13-1".
II. Schedule
Final Construction Plans and Contract Documents for bid advertisement shall be
submitted within 180 calendar days after the "Notice to Proceed" letter is issued.
A. Conceptual Engineering Plans - 30 Calendar Days
B. Preliminary Engineering Plans and Contract Documents - 60 Calendar Days
C. Final Engineering Plans and Contract Documents - 45 Calendar Days
D. Final Engineering Plans and Contract Documents for Bid Advertisement - 45
Calendar Days
B - 1
J:\040520\contract\Concrete-AttachB B-1 B-2.doc
September 8. 2UU4 Exhibit B-1
EXHIBIT B-1
/SUPPLEMENT TO ATTACHMENT B\
METHOD OF PAYMENT
Street Reconstruction, Water and Sanitary Sewer Replacement on:
011ie Street (Martin to Pioneer); Bundy Street(Rodeo to Pecos)
Pioneer(Old Mansfield Rd. to Wichita); Lucinda Street(Pecos to Ray Alvin)
Contract No.: 13
Project No.: 00026
i Method of Payment
The ENGINEER ohuU be paid monthly upon receipt of an invoice on the bases of statements
prepared from the books and records of account of the ENG|NEER, based on the ENGINEER'S
estimate of the percentage of completion of the pnojeot, such statement to be verified as to
accuracy and compliance with the terms of this contract by on officer of ENGINEER. Payment
according to statements will be subject to certification by the Director of Department of Engineering
or his authorized representative that such vx ork has been performed.
The aggregate of such monthly partial payments shall not exceed the following:
Until satisfactory completion of EXHIBIT 'A-1'' and Exhibit ^A-2''. Conceptual Engineering
Plan submittal and approval by the City, a sum not to exceed 30 percent ofthe lump sum.
Until satisfactory completion ofEXHIBIT "A'1^ and Exhibi| ''A-2^. Preliminary Construction
Plan and contract documents submittal and approval by the City, a sum not to exceed GO
percent of the lump sum.
Until satisfactory completion ofEXHIBIT^A,1''and Exhibit^A-2'', Final Construction Plan and
contract documents submittal and approval by the City, a sum not to exceed 90 percent of
the lump sum.
Balance of earnings to be due and payable upon delivery to the CITY of plans and bid documents
for advertising as described in EXH|B|T ^A'1^ and Exhibit ^Ar2^
U. Progress Reports
A. The Engineer shall aubnoh to the designated representative of the Director of the
Department of Engineering monthly progress reports covering all phases of design
by the 15m of every month inthe format required by the City.
B� If the ENGINEER determines in the course of making design drawings and
specifications that the engineer's opinion of probable construction cost ooiimuha of
-(as estimated in Exhibit^B-4''for will be
exoeeded, whether by change in the scope of the pnojec1, increased costs or other
conditions, the ENGINEER shall immediately report suoh fact 1othe C|TY'm Oinschzr
of the Department of Engineering and, if so instructed by the Director ofEngineering
shall suspend all work hereunder.
131 1 [--- ---- -- �
J:04052O\contracbConomtef\naoh8_B'1_B'2.doo
/ ' '
September 9, 2004 Attachment B-2
EXHIBIT B-2
(SUPPLEMENT TO ATTACHMENT B)
2004 HOURLY RATE SCHEDULE
Street Reconstruction, Water and Sanitary Sewer Replacement on:
011ie Street (Martin to Pioneer); Bundy Street (Rodeo to Pecos)
Pioneer (Old Mansfield Rd. to Wichita); Lucinda Street (Pecos to Ray Alvin)
Contract No.: 13
Project No.: 00026
Employee Classification Rate/Hour (Range)
Principal $185
Project Manager/ Planner $125 - 165
RPLS $115 - 145
Design Engineer $ 95 - 125
Designer/ CAD Operator $ 75 95
Survey Technician $ 75 - 95
Draftsman $ 50 - 75
Clerical $ 40 - 55
Survey Crew $100 - 150
Reimbursable Cost + 10%
Mileage $ 0.32 Per Mile
Reproduction work will be at current commercial rates. Subcontractors will be paid for at actual
invoice cost plus ten percent(10%).
B2 - 1
J:\040520\contract\Concrete-AttachB—B-1—B-2.doc "`
September 9, 2004 Exhibit B-3A
EXHIBIT B-3A
(SUPPLEMENT TO ATTACHMENT B)
SUMMARY OF TOTAL PROJECT FEES
Street Reconstruction,Water and Sanitary Sewer Replacement on:
011ie Street(Martin to Pioneer); Bundy Street(Rodeo to Pecos)
Pioneer Street(Old Mansfield Rd.to Wichita); Lucinda Street(Pecos to Ray Alvin)
Contract No.: 13
Project No.: 00026
Consulting Firm Scope of Services Fee Amount Percentage
Prime A.N.A. Consultants, L.L.C. Engineering and $142,976.30 77%
Project Management
M/WBE Lopez-Garcia Surveying $34,283.00 18.46%
M/WBE Arlington Blueline Reproduction $8,423.80 4.54%
Non—M/WBE Not Applicable
Total $185,683.50 100%
SUMMARY OF M/WBE FEE
Professional MfWBE
Services Scope of Services Total Fee M/WBE Fee Percentage
Engineering Water, Sewer, Paving and o
Services Drainage $185,683.50 $42,706.80 23.0/o
B3A-1
J:\04052 O\contract\Concrete-Ex h i bit B3A-E.doc
September 9, 2004 Exhibit B-3B
EXHIBIT B-3B
(SUPPLEMENT TO ATTACHMENT B)
PROFESSIONAL SEVICES FEE SUMMARY
Street Reconstruction,Water and Sanitary Sewer Replacement on:
011ie Street(Martin to Pioneer); Bundy Street(Rodeo to Pecos)
Pioneer Street(Old Mansfield Rd. to Wichita); Lucinda Street(Pecos to Ray Alvin)
Contract No.: 13
Project No.: 00026
Basic Services:
Part A—Conceptual Design and Part B—Plans and Specifications
Transportation/Public Works Department
Fee Percentage
Based on Basic Service Basic Service
Estimated Construction Cost Percentage for (Preliminary and
Construction per TSPE/CEC Preliminary and Design Phase)
Improvements Cost Curve'A' Design Phase Compensation
Paving and Drainage $1,390,183.17 6, 9: ` 2Y,/, $82,125.00
Water Department
Fee Percentage
Based on Basic Service Basic Service
Estimated Construction Cost Percentage for (Preliminary and
Construction per TSPE/CEC Preliminary and Design Phase)
Improvements Cost Curve'A' Design Phase Compensation
Wate $396,976.25 23,451.00
Sewer $325,767.75 0, Yli $19,245.00
Basic Services Fee Total $124,821.00
Survey Services Fee Total $33,680.50 (See Exhibit B-3C)
Additional Services Fee Total $27,182.00 (See Exhibit B-3D)
Total Contract Fee $185,683.50
B313-1
J:\040520\contract\Concrete-Exhibit B3A-E.doc
September 9, 2004 Exhibit B-3B
EXHIBIT B-3B
(SUPPLEMENT TO ATTACHMENT B)
PROFESSIONAL SEVICES FEE SUMMARY
Street Reconstruction,Water and Sanitary Sewer Replacement on:
011ie Street(Martin to Pioneer); Bundy Street(Rodeo to Pecos)
Pioneer Street(Old Mansfield Rd.to Wichita); Lucinda Street(Pecos to Ray Alvin)
Contract No.: 13
Project No.: 00026
SUMMARY OF TOTAL FEE
Service Description Water Sewer Paving Total
Engineering Services $28,591.50 $23,463.50 $99,948.00 $152,003.00
Survey Services $11,392.50 $7,425.00 $14,863.00 $33,680.50
Total $39,984.00 $30,888.50 $114,811.00 $185,683.50
BREAKDOWN OF DESIGN FEE (LESS SURVEY FEE)
Water Design Fee
Percent of Design Phase ub
Design Phase Water Total Fee Water Survey Fee Design Total
Concept $39,984.00 $11,392.50 30% $8,577.45
Preliminary $39,984.00 $11,392.50 60% $17,154.90
Final $39,984.00 $11,392.50 10% $2,859.15
Water Design Fee Less Survey Fee $28,591.50
Sewer Design Fee
Percent of Design Phase—97u
Design Phase Sewer Total Fee Sewer Survey Fee Design Total
Concept $30,888.50 $7,425.00 30% $7,039.05
Preliminary $30,888.50 $7,425.00 60% $14,078.10
Final $30,888.50 $7,425.00 10% $2,346.35
Sewer Design Fee Less Survey Fee $23,463.50
Paving Design Fee
Percent of Design Phase Sub
Design Phase Paving Total Fee Paving Survey Fee Design Total
Concept $114,811.00 $14,863.00 30% $29,984.40
Preliminary $114,811.00 $14,863.00 60% $59,968.80
Final $114,811.00 $14,863.00 10% $9,994.80
Paving Design Fee Less Survey Fee $99,948.00
B3B-2
J:\040520\contract\Concrete-Exhibit 133A-E.doc
September S, 2OO4 ExhibiiB'3C
EXH|B|TB-3C
(SUPPLEMENT TOATTACHMENT B)
FEES FOR SURVEYING SERVICES
Street Reconstruction,Water and Sanitary Sewer Replacement on:
011ie Street(Martin toPioneer); Bundy Street(Rodeo toPecos)
Pioneer Street(Old Mansfield Rd. to Wichita); Lucinda Street(Pecos to Ray Alvin)
Contract No.: 13
Project No.: 00026
Linear Foot of Cost per Cost per
Improvement Type of Survey Survey (L.F.) L.F. Improvement
Water Topographic 7,350 $1,55 $11,392,50
Sewer Topographic 4,500 $1.65 $7,42500
Paving Topographic 8,350 $1.78 $14,863.00
Total for Surveying Servicesl $33,680.50
B3C-1
J:040520\contnacKConooe0a'ExmbitB3A-E.Uoo
September 9, 2OO4 ExhibitB-3D
EXHIBIT B-3D
(SUPPLEMENT T(} ATTACHMENT B)
FEES FOR ADDITIONAL SERVICES
Street Reconstruction,Water and Sanitary Sewer Replacement on:
011ie Street(Martin mPinnuer); Bundy Street(Rodeo mPecos)
Pioneer Street(Old Mansfield Rd.mWiohim); Lucinda Street(Pecos u, Ray Alvin)
Contract Nn.: 73
Project Nn: UO02G
Transportation/Public Works Department
Erosion Control Plan and SVV3P $4,344.00
Right of Entries 20 @$50.00/ea. $1,000.00
Monthly Progress Report $2,000.00
Public Meeting (2) $802.00
Assistance with Advertisement of Project $16T00
Pre-Construction Meeting $66&00
Reproductions Sub-Total (See Exhibit"B-3E") $5,988.00
Administration Of SUb-consultant Services(10%) $2,8 4
Transportation/Public Works Sub Total $17,823.00
Water Department
Erosion Control Plan and SVV3P $2J56,00
Monthly Progress Report $2,000.00
Public Meeting (2) $398,00
Assistance with Advertisement of Project $83,00
Pre-ConstrUCtion Meeting $332,00
Reproductions SUb-Total (See Exhibit 'B-H") $2,973,00
iAdministration Of SUb-consultant Services(10%) $1,417.00
Water Sub Total $9,359.001
Additional Services Fee Total $27,182.00
83D-1 /
J:\04052 ExhibUB3A-E.dnc
|
/
September 9' 2OU4 EnhihitB'%E
EXH|B|TB'3E
(SUPPLEMENT T3ATTACHMENT B)
FEES FOR REPRODUCTION SERVICES
Street Reconstruction,Water and Sanitary Sewer Replacement on:
011ie Street(Martin VoPionee4; Bundy Street(Rodeo hoPecos)
Pioneer Street(Old Mansfield Rd. to Wichita); Lucinda Street(Pecos to Ray Alvin)
Contract No.: 13
Project No.: OOO26
Estimated
Cost per Number of Number of
Type of Document Page Pages Copies Total Cost
Conceptual Design Phase
Report w/Color Photos $2,25 30 4 $270.00
Existing City As-Built Plans(City $1.50 45 1 $67.50
Preliminary Design and Utility Clearance Phase
Construction Plans $1.35 60 16 $1,296.00
Specifications Z20 500 2 $200.00
Final Design Phase
Construction Plans $1.35� 60 5 $40500
Specifications $0.20 1 500 5 $500.00
Bid Document Phase
Construction Plans $1.25 45 50 $2,81Z50
Specifications $0.12 500 50 $3,000.00
X-Sections $1.35 15 6 $121.50
Public Meeting Phase ——— $75.00
Mounted Drawing(s) $37.50 1 2
Final Record Drawings
Construction Plan Mylar(s) $475 45 $213.75
Reproduction Sub-Totall $8,961.25
B3E4 --- -
[ -
J:\040520\cu hibhB3A-E.doc
� .
|____
EXHIBIT B-4 Cover-Concrete
j% 1701 RIVER RUN, SUITE 610
1 FORT WORTH,TX 76107
(817)335-9900
coNSULTAII r- FAX(817)335-9955
.m
EXHIBIT B-4
SUMMARY OF OPINION OF PROBABLE CONSTRUCTION COST
Street Reconstruction,Water and Sanitary Sewer Replacement on:
011ie Street(Martin to Pioneer) Pioneer Street(Old Mansfield Rd.to Wichita)
Bundy Street(Rodeo to Pecos) Lucinda Street(Pecos to Ray Alvin)
Contract No.: 13
Project No.:00026
September 3,2004
A. OLLIE STREET 975 L.F. of 28'Roadway 0.37 Lane Miles
1 Concrete Paving $201,742.95
2 Water $67,137.50
3 Sewer $78,055.00
Sub-Total 011ie Street $346,935.45
B. BUNDY STREET 630 L.F. of 28'Roadway 0.24 Lane Miles
1 Concrete Paving $131,036.75
2 Water $39,407.50
3 Sewer Not Applicable $0.00
Sub-Total Bundy Street $170,444.25
C. PIONEER STREET 3,850 L.F. of 28'Roadway 1.46 Lane Miles
1 Concrete Paving $745,951.68
2 Water $203,417.50
3 Sewer $218,097.50
Sub-Total Pioneer Street $1,167,466.68
D. LUCINDA STREET 870 L.F. of 28'Roadway 0.33 Lane Miles
1 Concrete Paving $185,071.50
2 Water $50,925.00
3 Sewer Not Applicable $0.00
Sub-Total Lucinda Street $235,996.50
SUB-TOTAL PROJECT $1,920,842.88
10%CONTINGENCIES $192,084.29
TOTAL ESTIMATED CONSTRUCTION COST $2,112,927.17
TOTAL PAVING AND DRAINAGE 65.79% $1,390,183.17
TOTAL WATER 18.79% $396,976.25
TOTAL SEWER 15.42% $325,767.75
GRAND TOTAL 100.00% $2,112,927.17
Since ENGINEER has no control over the cost of labor,materials,equipment or services fumished by others,or over the Contractor(s)
methods of determining prices,or over competitive bidding or market conditions,ENGINEER's opinions of probable Total project Costs and
Construction Cost provided for herein are made on the basis of ENGINEER's experience and qualifications and represent ENGINEER's best
judgment as an experienced and qualified professional engineer,familiar with the construction industry;but ENGINEER cannot and does not
guarantee that proposals,bids or actual Total Project or Construction Costs will not vary from opinions of probable cost prepared by
ENGINEER. If prior to the Bidding or Negotiating Phase OWNER wishes greater assurance to the Construction Cost he shall employ an
independent cost estimator.
J:\040520\contract\Concrete-Exhibit B-4-COST-.xls 9/3/2004 9:27 AM
EXHIBIT B-4 Summary-Concrete
1701 RIVER RUN, SUITE 610
FORT WORTH,TX 76107
(817)335-9900
CONSua,: Rr FAX(817)335-9955
"E"__
Street Reconstruction,Water and Sanitary Sewer Replacement on:
011ie Street(Martjn to Pioneer) Pioneer Street(Old Mansfield Rd.to Wichita)
Bundy Street(Rodeo to Pecos) Lucinda Street(Pecos to Ray Alvin)
Contract No.: 13 Project No.:00026
PROJECT SUMMARY
CONCRETE PAVING CONSTRUCTION COST
(6,325 L.F.(2.40 Lane Miles)of 28' Roadway)
September 3,2004
ITEM NO, DESCRIPTION QUANTITY UNIT UNIT COST SUB-TOTAL
1 REMOVE EXIST.CONC VALLEY 1,925 SF $2.00 $3,850.00
2 REMOVE EXIST.CURB&GUTTER 8,550 LF $2.00 $17,100.00
3 REMOVE EXIST,DWY,WALK,STEPS&WHEELCHAIR RAMPS 27,145 SF $1.50 $40,717.50
4 REMOVE&REPLACE EXIST.CHAIN LINK FENCE 220 LF $15.00 $3,300.00
5 IREMOVE EXIST.10'CURB INLET 4 EA $450.00 $1,800.00
6 JUNCLASSIFIED STREET EXCAVATION 7,028 CY $12.00 $84,333.33
7 6"LIME STABILIZED SUBGRADE 21,793 SY $2.75 $59,930,75
8 ILIME 30#/SY 327 TN $90.00 $29,420.55
9 6"REINF.CONC. PAVING 21,093 SY $23.00 $485,139.00
10 7"INTEGRAL CURB 12,723 LF $4.75 $60,434.25
11 4"REINF CONC.WALK&WHEELCHAIR RAMPS 41,686 SF $4.75 $198,008.50
12 6"REINF,CONC. DRIVEWAY 17,405 SF $4.00 $69,620.00
13 SILICONE JOINT SEALENT 24,370 LF - $2.00 $48,740.00
14 CONST. REINF,CONC.STEPS 7 CY $300.00 $2,100.00
15 ICONST.REINF.CONC. RETAINING WALL 120 LF $200.00 $24,000.00
16 CONST,COMBINATION REINF.CONC.WALK&RET.WALL 245 LF $75.00 $18,375.00
17 ADJUST WATER METERS TO GRADE 137 EA $35.00 $4,795.00
18 ADJUST WATER VALVES TO GRADE 19 EA $250.00 $4,750.00
19 ADJUST MANHOLES TO GRADE 25 EA $350.00 $8,750.00
20 CONST.STD. 10'CURB INLET 4 EA $2,000.00 $8,000.00
21 TEMPORARY ASPH. DRIVEWAY 82 SF $4.50 $369.00
22 6"REINF.CONC. FOR DRIVE TRANSITION 9,432 SF $5.00 $47,160,00
23 HMAC TRANSITION 110 TN $100.00 $11,000.00
24 TOPSOIL 1,210 CY $11.00 $13,310.00
25 REMOVE&REPLACE EXIST. BRICK MAIL BOX 12 EA $350.00 $4,200.00
26 PROJECT DESIGNATION SIGN 8 EA $200.00 $1,600.00
27 UTILITY ADJUSTMENTS 1 LS $13,000.00 $13,000.00
Subtotal Section PAVING ----------------------- $1,263,802.88
LANE MILE COST 2.40 MILE $527,500.33/LANE MILE
Since ENGINEER has no control over the cost of labor,materials,equipment or services furnished by others,or over the Contractor(s)
methods of determining prices,or over competitive bidding or market conditions,ENGINEER's opinions of probable Total project Costs and
Construction Cost provided for herein are made on the basis of ENGINEER's experience and qualifications and represent ENGINEER's best
judgment as an experienced and qualified professional engineer,familiar with the construction industry,but ENGINEER cannot and does not
guarantee that proposals,bids or actual Total Project or Construction Costs will not vary from opinions of probable cost prepared by
ENGINEER. If prior to the Bidding or Negotiating Phase OWNER wishes greater assurance to the Construction Cost he shall employ an
independent cost estimator.
J:\040520\contract\Concrete-Exhibit B-4-COST-.xls 9/3/2004 9:27 AM
EXHIBIT B4 Summary-Concrete
Af1701 RIVER RUN,SUITE 610
r
PORT WORTH,TX 76107
A, (817)335-9900
acraa+ut-TA r: FAX(817)335-9955
Aim,
Street Reconstruction,Water and Sanitary Sewer Replacement on:
011ie Street(Martin to Pioneer) Pioneer Street(Old Mansfield Rd.to Wichita)
Bundy Street(Rodeo to Pecos) Lucinda Street(Pecos to Ray Alvin)
Contract No.: 13 Project No.:00026
PROJECT SUMMARY
WATER CONSTRUCTION COST
September 3,2004
ITEM NO. I DESCRIPTION QUANTITY UNIT UNIT COST SUB-TOTAL
1 8"WATER LINE INCL. REM.EXIST. 6,575 LF $23.00 $151,225.00
2 6"WATER LINE INCL.REM. EXIST. 76 LF $20.00 $1,520.00
3 8"WATER MAIN DUCTILE IRON PIPE INCL.REM.EXIST, 20 LF $30.00 $600.06
4 8"GATE VALVE&BOX 14 EA $650.00 $9,100.00
5 6"GATE VALVE&BOX 7 EA $450.00 $3,150.00
6 STD.FIRE HYDRANT 7 EA $1,700.00 $11,900.00
7 FIRE HYDRANT BARRELL EXTENSION 21 LF $15.00 $315.00
8 CAST IRON FITTINGS 6.5 TN $3,000.00 $19,500.00
9 1"WATER SERVICE TAP TO MAIN 141 EA $190.00 $26,790.00
10 1"WATER SERVICE FROM METER TO MAIN 2,475 LF $13.50 $33,412.50
11 IWATER METER BOX CL.A 141 EA $100.00 $14,100.00
12 IFURNISH AND LAY 2"TEMP,WATER SERVICE LINE 4.00 LS $2,000.00 $8,000.00
13 REMOVE EXIST. FH 6 EA $300.00 $1,800.00
14 PERMANENT ASPH.PAVEMENT REPAIR 185 LF $35,001 $6,475.00
15 TEMPORARY ASPH.PAVEMENT REPAIR 9,000 LF $8.001 $72,000.00
16 REMOVE EXIST.G.V. OTHER THAN REPLACEMENT 2 EA $500,001 $1,000.00
Subtotal Section IWATER ----------------------- $360,887.50
Since ENGINEER has no control over the cost of labor,materials,equipment or services furnished by others,or over the Contractor(s)
methods of determining prices,or over competitive bidding or market conditions,ENGINEER's opinions of probable Total project Costs and
Construction Cost provided for herein are made on the basis of ENGINEER's experience and qualifications and represent ENGINEER's best
judgment as an experienced and qualified professional engineer,familiar with the construction industry,but ENGINEER cannot and does not
guarantee that proposals,bids or actual Total Project or Construction Costs will not vary from opinions of probable cost prepared by
ENGINEER, If prior to the Bidding or Negotiating Phase OWNER wishes greater assurance to the Construction Cost he shall employ an
independent cost estimator.
J:\040520\contract\Concrete-Exhibit B-4-COST-.xis 9/3)2004 9:27 AM
EXHIBIT B-4 Summary-Concrete
1701 RIVER RUN,SUITE 610
FORT WORTH,TX 76107
(817)335-9900
ctae�sua. r a FAX(817)335-9955
Aim,
�,....
Street Reconstruction,Water and Sanitary Sewer Replacement on:
011ie Street(Martin to Pioneer) Pioneer Street(Old Mansfield Rd.to Wichita)
Bundy Street(Rodeo to Pecos) Lucinda Street(Pecos to Ray Alvin)
Contract No.: 13 Project No.: 00026
PROJECT SUMMARY
SEWER CONSTRUCTION COST
September 3,2004
ITEM NO. DESCRIPTION QUANTITY UNIT UNIT COST SUB-TOTAL
1 8"SS INCLUDES REMOVAL OF EXISTING 3550 LF $28.00 $99,400.00
2 4"SS TAP 8 SERVICE 51 EA $200.00 $10,200.00
3 4"SS DIP TAP 52 EA $220.00 $11,440.00
4 4"SEWER SERVICE 900 LF $20.00 $18,000.00
5 4"DIP SEWER SERVICE 1720 LF $24.00 $41,280.00
6 4'DIA.SS MH 18 EA $1,200.00 $21,600.00
7 EXTRA DEPTH FOR SS MH 20 VF $120.00 $2,400.00
8 WATER TIGHT SS MANHOLE INSERT 18 EA $75.00 $1,350.00
9 CONC COLLAR FOR SS MH 0 EA $325.00 $0.00
10 MANHOLE INTERIOR PROTECTIVE COATING 10 VF $205.00 $2,050.00
11 VACUUM TEST SS MANHOLE 18 EA $155.00 $2,790.00
12 REMOVE EXIST,SS MANHOLE 9 EA $500.00 $4,500.00
13 INSTIL,DBL TWO-WAY SS CLEANOUT 103 EA $130.00 $13,390.00
14 PERMANENT ASPH.PAVEMENT REPAIR 60 LF $35.00 $2,100.00
15 TEMPORARY ASPH, PAVEMENT REPAIR 5130 LF $8.00 $41,040.00
16 TRENCH SAFETY SYSTEM 6200 LF $1.25 $7,750.00
17 POST TV INSPECTION SS MAIN 3550 LF $4.75 $16,862.50
Subtotal Section SEWER ---------------------- $296,152.50
Sub-Total Paving Improvements $1,263,802.88
Sub-Total Water Improvements $360,887.50
Sub-Total Sewer Improvements $296,152.50
Project Total $1,920,842.88
Since ENGINEER has no control over the cost of labor,materials,equipment or services furnished by others,or over the Contractor(s)
methods of determining prices,or over competitive bidding or market conditions,ENGINEER's opinions of probable Total project Costs and
Construction Cost provided for herein are made on the basis of ENGINEER's experience and qualifications and represent ENGINEER's best
judgment as an experienced and qualified professional engineer,familiar with the construction industry,but ENGINEER cannot and does not
guarantee that proposals,bids or actual Total Project or Construction Costs will not vary from opinions of probable cost prepared by
ENGINEER. If prior to the Bidding or Negotiating Phase OWNER wishes greater assurance to the Construction Cost he shall employ an
independent cost estimator.
J:\040520\contract\Concrete-Exhibit B-4-COST-.xls 9/3!2004 9:27 AM
EXHIBIT B-4
011ie Street
°< 1701 RIVER RUN,SUITE 610
FORT WORTH,TX 76107
y
817 33` ( ) 5-9900
CONSUL1,1 0�i FAX(817)335-9955
arrrw
Street Reconstruction,Water and Sanitary Sewer Replacement on:
011ie Street(Martin to Pioneer) Pioneer Street(Old Mansfield Rd.to Wichita)
Bundy Street(Rodeo to Pecos) Lucinda Street(Pecos to Ray Alvin)
Contract No.: 13 Project No.: 00026
OLLIE STREET
OPINION OF PROBABLE
CONCRETE PAVING CONSTRUCTION COST
(975 L.F.(0.37 Lane Miles)of 28' Roadway)
September 3,2004
ITEM NO. DESCRIPTION QUANTITY UNIT UNIT COST SUB-TOTAL
1 REMOVE EXIST,CONC VALLEY 300 SF $2.00 $600.00
2 REMOVE EXIST.CURB&GUTTER 2,000 LF $2.00 $4,000.00
3 REMOVE EXIST,DWY,WALK,STEPS&WHEELCHAIR RAMPS 9,650 SF $1.50 $14,475.00
4 REMOVE&REPLACE EXIST,CHAIN LINK FENCE 0 LF $15.00 $0.00
5 REMOVE EXIST. 10'CURB INLET 0 EA $450.00 $0.00
6 UNCLASSIFIED STREET EXCAVATION 1,083 CY $12.00 $13,000.00
7 6"LIME STABILIZED SUBGRADE 3,262 SY $2.75 $8,970.50
8 LIME 30#/SY 49 TN $90.00 $4,403.70
9 6"REINF.CONC.PAVING 3,153 SY $23.00 $72,519.00
10 7"INTEGRAL CURB 1,965 LF $4.75 $9,333.75
11 4"REINF CONC.WALK&WHEELCHAIR RAMPS 61532 SF $4.75 $31,027.00
12 6"REINF.CONC.DRIVEWAY 3,625 SF $4.00 $14,500.00
13 SILICONE JOINT SEALENT 4,035 LF $2.00 $8,070.00
14 CONST.REINF.CONC,STEPS 0 CY $300.00 $0.00
15 CONST.REINF.CONC.RETAINING WALL 0 LF $200.00 $0.00
16 CONST.COMBINATION REINF,CONC.WALK&RET.WALL 0 LF $75.00 $0.00
17 ADJUST WATER METERS TO GRADE 32 EA $35.00 $1,120.00
18 ADJUST WATER VALVES TO GRADE 3 EA $250.00 $750.00
19 ADJUST MANHOLES TO GRADE 5 EA $350.00 $1,750.00
20 CONST.STD. 10'CURB INLET 0 EA $2,000.00 $0.00
21 TEMPORARY ASPH.DRIVEWAY 22 SF $4.50 $99.00
22 6"REINF.CONIC.FOR DRIVE TRANSITION 1,975 SF $5.00 $9,875.00
23 HMAC TRANSITION 11 TN $100.00 $1,100.00
24 TOPSOIL 250 CY $11.00 $2,750.00
25 REMOVE&REPLACE EXIST.BRICK MAIL BOX 0 EA $350,00 $0.00
26 PROJECT DESIGNATION SIGN 2 EA $200.00 $400.00
27 UTILITY ADJUSTMENTS 1 LS $3,000.00 $3,000.00
Subtotal Section PAVING $201,742.95
LANE MILE COST 0.37 MILE $546,257.83/LANE MILE
Since ENGINEER has no control over the cost of labor,materials,equipment or services fumished by others,or over the Contractor(s)
methods of determining prices,or over competitive bidding or market conditions,ENGINEER's opinions of probable Total project Costs and
Construction Cost provided for herein are made on the basis of ENGINEER's experience and qualifications and represent ENGINEER's best
judgment as an experienced and qualified professional engineer,familiar with the construction industry;but ENGINEER cannot and does not
guarantee that proposals,bids or actual Total Project or Construction Costs will not vary from opinions of probable cost prepared by
ENGINEER. If prior to the Bidding or Negotiating Phase OWNER wishes greater assurance to the Construction Cost he shall employ an
independent cost estimator.
J:\040520\contract\Concrete-Exhibit B-4-COST-.xIs 9/3/2004 9:27 AM
EXHIBIT B-4
011ie Street
" 1701 RIVER RUN, SUITE 610
FORT WORTH,TX 76107
W� - (817)335-9900
r
C0NSVL'FAV, FAX(817)335-9955
Street Reconstruction,Water and Sanitary Sewer Replacement on:
011ie Street(Martin to Pioneer) Pioneer Street(Old Mansfield Rd.to Wichita)
Bundy Street(Rodeo to Pecos) Lucinda Street(Pecos to Ray Alvin)
Contract No.: 13 Project No.: 00026
OLLIE S"fREET
OPINION OF PROBABLE
WATER CONSTRUCTION COST
September 3,2004
ITEM NO. DESCRIPTION QUANTITY UNIT UNIT COST SUB-TOTAL
1 8"WATER LINE INCL.REM,EXIST. 1050 LF $23.00 $24,150.00
2 6"WATER LINE INCL. REM.EXIST. 15 LF $20.00 $300.00
3 8"WATER MAIN DUCTILE IRON PIPE INCL, REM. EXIST. 0 LF $30.00 $0.00
4 8"GATE VALVE&BOX 2 EA $650.00 $1,300.00
5 6"GATE VALVE&BOX 1 EA 1 $450.00 $450.00
6 ISTD.FIRE HYDRANT 1 EA $1,700.00 $1,700.00
7 IFIRE HYDRANT BARRELL EXTENSION 3 LF $15.00 $45.00
8 CAST IRON FITTINGS 1.5 TN $3,000.00 $4,500.00
9 1"WATER SERVICE TAP TO MAIN 32 EA $190.00 $6,080.00
10 1"WATER SERVICE FROM METER TO MAIN 575 LF $13.50 $7,762.50
11 WATER METER BOX CL.A 32 EA $100.00 $3,200.00
12 FURNISH AND LAY 2"TEMP.WATER SERVICE LINE 1 LS $2,000.00 $2,000.00
13 REMOVE EXIST.FH 1 EA $300.00 $300.00
14 PERMANENT ASPH.PAVEMENT REPAIR 50 LF $35.00 $1,750.00
15 TEMPORARY ASPH. PAVEMENT REPAIR 1700 LF $8.00 $13,600.00
16 REMOVE EXIST.G.V. OTHER THAN REPLACEMENT 0 EA $500.00 $0.00
Subtotal Section IWATER $67,137.50
Since ENGINEER has no control over the cost of labor,materials,equipment or services furnished by others,or over the Contractor(s)
methods of determining prices,or over competitive bidding or market conditions,ENGINEER's opinions of probable Total project Costs and
Construction Cost provided for herein are made on the basis of ENGINEER's experience and qualifications and represent ENGINEER's best
judgment as an experienced and qualified professional engineer,familiar with the construction industry,but ENGINEER cannot and does not
guarantee that proposals,bids or actual Total Project or Construction Costs will not vary from opinions of probable cost prepared by
ENGINEER. If prior to the Bidding or Negotiating Phase OWNER wishes greater assurance to the Construction Cost he shall employ an
independent cost estimator.
J:\040520\contract\Concrete-Exhibit B-4-COST-.xis '9/3/2004 9:27 AM
EXHIBIT B-4 011ie Street
1701 RIVER RUN,SUITE 610
FORT WORTH TX 76107
� (817)335-9900
FAX(817)335-9955
�r �rrr
AC
Street Reconstruction,Water and Sanitary Sewer Replacement on:
011ie Street(Martin to Pioneer) Pioneer Street(Old Mansfield Rd.to Wichita)
Bundy Street(Rodeo to Pecos) Lucinda Street(Pecos to Ray Alvin)
Contract No.: 13 Project No.:00026
OLLIE STREET
OPINION OF PROBABLE
SEWER CONSTRUCTION COST
September 3,2004
ITEM NO. DESCRIPTION QUANTITY UNIT UNIT COST SUB-TOTAL
1 8"SS INCLUDES REMOVAL OF EXISTING 850 LF $28.00 $23,800.00
2 4"SS TAP&SERVICE 16 EA $200.00 $3,200.00
3 4"SS DIP TAP 16 EA $220.00 $3,520.00
4 4"SEWER SERVICE 280 LF $20.00 $5,600.00
5 4"DIP SEWER SERVICE 520 LF $24,00 $12,480.00
6 4'DIA.SS MH 4 EA $1,200.00 $4,800.00
7 EXTRA DEPTH FOR SS MH 8 VF $120.00 $960.00
8 WATER TIGHT SS MANHOLE INSERT 4 EA $75.00 $300.00
9 CONC COLLAR FOR SS MH 0 EA $325.00 $0.00
10 MANHOLE INTERIOR PROTECTIVE COATING 0 VF $205.00 $0.00
11 VACUUM TEST SS MANHOLE 4 EA $155.00 $620.00
12 IREMOVE EXIST,SS MANHOLE 2 EA $500.00 $1,000.00
13 INSTL. DBL TWO-WAY SS CLEANOUT 32 EA $130.00 $4,160.00
14 PERMANENT ASPH.PAVEMENT REPAIR 25 LF $35.00 $875.00
15 TEMPORARY ASPH, PAVEMENT REPAIR 1330 LF $8.00 $10,640.00
16 TRENCH SAFETY SYSTEM 1650 LF $1.25 $2,062.50
17 POST TV INSPECTION SS MAIN 850 LF $4.75 $4,037.50
Subtotal Section ISEWER --------------------------- $78,055,00
Total Section OLLIE STREET $346,935.45
Since ENGINEER has no control over the cost of labor,materials,equipment or services furnished by others,or over the Contractor(s)
methods of determining prices,or over competitive bidding or market conditions,ENGINEER's opinions of probable Total project Costs and
Construction Cost provided for herein are made on the basis of ENGINEER's experience and qualifications and represent ENGINEER's best
judgment as an experienced and qualified professional engineer,familiar with the construction industry:but ENGINEER cannot and does not
guarantee that proposals,bids or actual Total Project or Construction Costs will not vary from opinions of probable cost prepared by
ENGINEER. If prior to the Bidding or Negotiating Phase OWNER wishes greater assurance to the Construction Cost he shall employ an
independent cost estimator,
J:\040520\contract\Concrete-Exhibit B-4-COST-.xls 9/3/2004 9:27 AM
EXHIBIT B-4
Bundy Street
.. 1701 RIVER RUN,SUITE 610
FORT WORTH,TX 76107
(817)335-9900
crta'aSM..APUf FAX(817)335-9955
Street Reconstruction,Water and Sanitary Sewer Replacement on:
011ie Street(Martin to Pioneer) Pioneer Street(Old Mansfield Rd.to Wichita)
Bundy Street(Rodeo to Pecos) Lucinda Street(Pecos to Ray Alvin)
Contract No.: 13 Project No.: 00026
BUNDY STREET
OPINION OF PROBABLE
CONCRETE PAVING CONSTRUCTION COST
(630 L.F.(0.24 Lane Miles)of 28' Roadway)
September 3,2004
ITEM NO. DESCRIPTION QUANTITY UNIT UNIT COST SUB-TOTAL
1 REMOVE EXIST.CONC VALLEY 285 SF $2.00 $570.00
2 REMOVE EXIST.CURB&GUTTER 1,300 LF $2.00 $2,600.00
3 REMOVE EXIST.DWY,WALK,STEPS&WHEELCHAIR RAMPS 2,350 SF $1.50 $3,525.00
4 REMOVE&REPLACE EXIST.CHAIN LINK FENCE 100 LF $15.00 $1,500.00
5 REMOVE EXIST. 10'CURB INLET 2 EA $450.00 $900.00
6 JUNCLASSIFIED STREET EXCAVATION 700 CY $12.00 $8,400,00
7 6"LIME STABILIZED SUBGRADE 2,130 SY $2.75 $5,857.50
8 LIME 30#/SY 32 TN $90.00 $2,875.50
9 6"REINF.CONC, PAVING 2,060 SY $23.00 $47,380.00
10 7"INTEGRAL CURB 1,295 LF $4.75 $6,151.25
11 4"REINF CONC.WALK&WHEELCHAIR RAMPS 1,950 SF $4.75 $9,262.50
12 6"REINF,CONC.DRIVEWAY 1,200 SF $4.00 $4,800.00
13 ISILICONE JOINT SEALENT 2,300 LF $2.00 $4,600.00
14 ICONST.REINF.CONC. STEPS 2 CY $300.00 $600.00
15 1CONST. REINF,CONC, RETAINING WALL 10 LF $200.00 $2,000.00
16 1CONST.COMBINATION REINF.CONC.WALK&RET.WALL 225 LF $75.00 $16,875.00
17 ADJUST WATER METERS TO GRADE 1 EA $35.00 $35.00
18 ADJUST WATER VALVES TO GRADE 3 EA $250.00 $750.00
19 ADJUST MANHOLES TO GRADE 1 EA $350.00 $350.00
20 CONST.STD. 10'CURB INLET 2 EA $2,000.00 $4,000.00
21 TEMPORARY ASPH.DRIVEWAY 60 SF $4.50 $270.00
22 6"REINF.CONC. FOR DRIVE TRANSITION 575 SF $5.00 $2,875.00
23 IHMACTRANSITION 11 TN $100.00 $1,100.00
24 TOPSOIL 60 CY $11.00 $660.00
25 REMOVE&REPLACE EXIST.BRICK MAIL BOX 2 EA $350.001 $700.00
26 PROJECT DESIGNATION SIGN 2 EA $200,001 $400.00
27 UTILITY ADJUSTMENTS 1 LS $2,000.0011 $2,000.00
Subtotal Section PAVING $131,036.75
LANE MILE COST 0.24 MILE $549,106.38/LANE MILE
Since ENGINEER has no control over the cost of labor,materials,equipment or services furnished by others,or over the Contractor(s)
methods of determining prices,or over competitive bidding or market conditions,ENGINEER's opinions of probable Total project Costs and
Construction Cost provided for herein are made on the basis of ENGINEER's experience and qualifications and represent ENGINEER's best
judgment as an experienced and quailed professional engineer,familiar with the construction industry;but ENGINEER cannot and does not
guarantee that proposals,bids or actual Total Project or Construction Costs will not vary from opinions of probable cost prepared by
ENGINEER. If prior to the Bidding or Negotiating Phase OWNER wishes greater assurance to the Construction Cost he shall employ an
independent cost estimator.
J:\040520\contract\Concrete-Exhibit-B-4-COST-.xis 9/3/2004 9:27 AM
f
EXHIBIT B-4 Bundy Street
1701 RIVER RUN,SUITE 610
FORT WORTH,TX 76107
817 335-9900
w ( )
caeasuLT& FAX(817)335-9955
m
Street Reconstruction,Water and Sanitary Sewer Replacement on:
011ie Street(Martin to Pioneer) Pioneer Street(Old Mansfield Rd.to Wichita)
Bundy Street(Rodeo to Pecos) Lucinda Street(Pecos to Ray Alvin)
Contract No.: 13 Project No.: 00026
BUNDY STREET
OPINION OF PROBABLE
WATER CONSTRUCTION COST
September 3,2004
ITEM NO. DESCRIPTION QUANTITY UNIT UNIT COST SUB-TOTAL
1 8"WATER LINE INCL.REM.EXIST. 750 LF $23.00 $17,250.00
2 6"WATER LINE INCL.REM.EXIST. 0 LF $20.00 $0,00
3 8"WATER MAIN DUCTILE IRON PIPE INCL.REM,EXIST. 20 LF $30.00 $600.00
4 8"GATE VALVE&BOX 4 EA $650.00 $2,600.00
5 6"GATE VALVE&BOX 1 EA $450.00 $450.00
6 ISTD. FIRE HYDRANT 1 EA $1,700.00 $1,700.00
7 FIRE HYDRANT BARRELL EXTENSION 3 LF $15.00 $45.00
8 CAST IRON FITTINGS 1 TN $3,000.00 $3,000.00
9 1"WATER SERVICE TAP TO MAIN 5 EA $190.00 $950.00
10 1"WATER SERVICE FROM METER TO MAIN 25 LF $13.50 $337.50
11 WATER METER BOX CL.A 5 EA $100.00 $500.00
12 FURNISH AND LAY 2"TEMP.WATER SERVICE LINE 1 LS $2,000.00 $2,000.00
13 REMOVE EXIST,FH 1 EA $300.00 $300.00
14 PERMANENT ASPH.PAVEMENT REPAIR 65 LF $35.00 $2,275.00
15 TEMPORARY ASPH. PAVEMENT REPAIR 800 LF $8.00 $6,400.00
16 REMOVE EXIST.G.V.(OTHER THAN REPLACEMENT) 2 EA $500.00 $1,000.00
Subtotal Section IWATER $39,407.50
Total Section BUNDY STREET $170,444.25
Since ENGINEER has no control over the cost of labor,materials,equipment or services furnished by others,or over the Contractor(s)
methods of determining prices,or over competitive bidding or market conditions,ENGINEER's opinions of probable Total project Costs and
Construction Cost provided for herein are made on the basis of ENGINEER's experience and qualifications and represent ENGINEER's best
judgment as an experienced and qualified professional engineer,familiar with the construction industry:but ENGINEER cannot and does not
guarantee that proposals,bids or actual Total Project or Construction Costs will not vary from opinions of probable cost prepared by
ENGINEER. If prior to the Bidding or Negotiating Phase OWNER wishes greater assurance to the Construction Cost he shall employ an
independent cost estimator.
J:\040520\contract\Concrete-Exhibit—B-4-COST-.xls 913!2004 9:27 AM
EXHIBIT B-4 Pioneer Street
1701 RIVER RUN, SUITE 610
FORT WORTH,TX 76107
y� (817)335-9900
CONS uL7AI ', FAX(817)335-9955
imp
Street Reconstruction,Water and Sanitary Sewer Replacement on:
011ie Street(Martin to Pioneer) Pioneer Street(Old Mansfield Rd.to Wichita)
Bundy Street(Rodeo to Pecos) Lucinda Street(Pecos to Ray Alvin)
Contract No.: 13 Project No.:00426
PIONEER STREET
OPINION OF PROBABLE
CONCRETE PAVING CONSTRUCTION COST
(3,850 L.F.(1.46 Lane Miles)of 28' Roadway)
September 3,2004
ITEM NO. DESCRIPTION QUANTITY UNIT UNIT COST SUB-TOTAL
1 REMOVE EXIST,CONC VALLEY 1025 SF $2.00 $2,050.00
2 REMOVE EXIST.CURB&GUTTER 4,350 LF $2.00 $8,700.00
3 REMOVE EXIST, DWY,WALK,STEPS&WHEELCHAIR RAMPS 12,895 SF $1.50 $19,342.50
4 REMOVE&REPLACE EXIST.CHAIN LINK FENCE 0 LF $15.00 $0.00
5 REMOVE EXIST. 10'CURB INLET 2 EA $450.00 $900.00
6 UNCLASSIFIED STREET EXCAVATION 4,278 CY $12.00 $51,333.33
7 6"LIME STABILIZED SUBGRADE 13,511 SY $2.75 $37,155.25
8 LIME 30#/SY 203 TN $90.00 $18,239.85
9 6"REINF.CONC,PAVING 13,085 SY $23.00 $300,955.00
10 7"INTEGRAL CURB 7,725 LF $4.75 $36,693.75
11 4"REINF CONC.WALK&WHEELCHAIR RAMPS 26,852 SF $4.75 $127,547.00
12 6"REINF.CONC, DRIVEWAY 10,215 SF $4.00 $40,860.00
13 SILICONE JOINT SEALENT 14,675 LF $2.00 $29,350.00
14 CONST.REINF,CONC.STEPS 3 CY $300.00 $900.00
15 CONST.REINF.CONC,RETAINING WALL 10 LF $200.00 $2,000.00
16 CONST,COMBINATION REINF.CONC.WALK&RET.WALL 10 LF $75.00 $750.00
17 ADJUST WATER METERS TO GRADE 85 EA $35.00 $2,975.00
18 ADJUST WATER VALVES TO GRADE 10 EA $250,00 $2,500.00
19 ADJUST MANHOLES TO GRADE 16 EA $350.00 $5,600.00
20 CONST.STD. 10'CURB INLET 2 EA $2,000.00 $4,000.00
21 TEMPORARY ASPH.DRIVEWAY 0 SF $4.50 $0.00
22 6"REINF.CONC. FOR DRIVE TRANSITION 5,850 SF $5.00 $29,250.00
23 HMAC TRANSITION 77 TN $100.00 $7,700.00
24 TOPSOIL 750 CY $11.00 $8,250.00
25 REMOVE&REPLACE EXIST.BRICK MAIL BOX 10 EA $350.00 $3,500.00
26 PROJECT DESIGNATION SIGN 2 EA $200.00 $400.00
27 UTILITY ADJUSTMENTS 1 LS $5,000.00 $5,000.00
Subtotal Section PAVING $745,951.68
LANE MILE COST 1.46 MILE $511,509.73/LANE MILE
Since ENGINEER has no control over the cost of labor,materials,equipment or services furnished by others,or over the Contractor(s)
methods of determining prices,or over competitive bidding or market conditions,ENGINEER's opinions of probable Total project Costs and
Construction Cost provided for herein are made on the basis of ENGINEER's experience and qualifications and represent ENGINEER's best
judgment as an experienced and qualified professional engineer,familiar with the construction industry:but ENGINEER cannot and does not
guarantee that proposals,bids or actual Total Project or Construction Costs will not vary from opinions of probable cost prepared by
ENGINEER. If prior to the Bidding or Negotiating Phase OWNER wishes greater assurance to the Construction Cost he shall employ an
independent cost estimator.
J'.\040520\contract\Concrete-Exhibit B-4-COST-.xis 9/3/2004 9:27 AM
EXHIBIT B-4 Pioneer Street
1701 RIVER RUN,SUITE 610
". FORT WORTH,TX 76107
(817)335-9900
cowsut.TA N"T FAX(817)335-9955
ffgar".
a
a. ���
Street Reconstruction,Water and Sanitary Sewer Replacement on:
011ie Street(Martin to Pioneer) Pioneer Street(Old Mansfield Rd.to Wichita)
Bundy Street(Rodeo to Pecos) Lucinda Street(Pecos to Ray Alvin)
Contract No.: 13 Project No.: 00026
PIONEER STREET
OPINION OF PROBABLE
WATER CONSTRUCTION COST
September 3,2004
ITEM NO. I DESCRIPTION QUANTITY UNIT UNIT COST SUB-TOTAL
1 8"WATER LINE INCL.REM.EXIST. 3875 LF $23.00 $89,125.00
2 6"WATER LINE INCL.REM. EXIST. 50 LF $20,00 $1,000.00
3 8"WATER MAIN DUCTILE IRON PIPE INCL.REM. EXIST. 0 LF $30.00 $0.00
4 8"GATE VALVE&BOX 6 EA $650.00 $3,900.00
5 6"GATE VALVE&BOX 4 EA $450.00 $1,800.00
6 STD.FIRE HYDRANT 4 EA $1,700.00 $6,800.00
7 FIRE HYDRANT BARRELL EXTENSION 12 LF $15.00 $180.00
8 CAST IRON FITTINGS 3 TN $3,000.00 $9,000.00
9 1"WATER SERVICE TAP TO MAIN 85 EA $190.00 $16,150.00
10 1"WATER SERVICE FROM METER TO MAIN 1525 LF $13.50 $20,587.50
11 IWATER METER BOX CL.A 85 EA $100.00 $8,500.00
12 1 FURNISH AND LAY 2"TEMP.WATER SERVICE LINE 1 LS $2,000.00 $2,000.00
13 REMOVE EXIST.FH 3 EA $300.00 $900.00
14 PERMANENT ASPH.PAVEMENT REPAIR 25 LF $35.00 $875.00
15 TEMPORARY ASPH.PAVEMENT REPAIR 5325 LF $8.00 $42,600.00
16 REMOVE EXIST.G.V. OTHER THAN REPLACEMENT 0 EA $500.00 $0.00
Subtotal Section WATER $203,417.50
Since ENGINEER has no control over the cost of labor,materials,equipment or services furnished by others,or over the Contractor(s)
methods of determining prices,or over competitive bidding or market conditions,ENGINEER's opinions of probable Total project Costs and
Construction Cost provided for herein are made on the basis of ENGINEER's experience and qualifications and represent ENGINEER's best
judgment as an experienced and qualified professional engineer,familiar with the construction industry,but ENGINEER cannot and does not
guarantee that proposals,bids or actual Total Project or Construction Costs will not vary from opinions of probable cost prepared by
ENGINEER. If prior to the Bidding or Negotiating Phase OWNER wishes greater assurance to the Construction Cost he shall employ an
independent cost estimator.
J:\040520\contract\Concrete-Exhibit—B-4-COST-.xls 913/2004 9:27 AM
EXHIBIT B4 Pioneer Street
1701 RIVER RUN, SUITE 610
FORT WORTH,TX 76107
(817)335-9900
car�suumrU s; FAX(817)335-9955
Street Reconstruction,Water and Sanitary Sewer Replacement on:
011ie Street(Martin to Pioneer) Pioneer Street(Old Mansfield Rd.to Wichita)
Bundy Street(Rodeo to Pecos) Lucinda Street(Pecos to Ray Alvin)
Contract No.: 13 Project No.:00026
PIONEER STREET
OPINION OF PROBABLE
SEWER CONSTRUCTION COST
September 3,2004
ITEM NO. DESCRIPTION QUANTITY UNIT UNIT COST SUB-TOTAL
1 8"SS INCLUDES REMOVAL OF EXISTING 2700 LF $28.00 $75,600.00
2 4"SS TAP&SERVICE 35 EA $200.00 $7,000.00
3 4"SS DIP TAP 36 EA $220.00 $7,920.00
4 4"SEWER SERVICE 620 LF $20.00 $12,400.00
5 4"DIP SEWER SERVICE 1200 LF 1 $24.00 $28,800.00
6 4'DIA.SS MH 14 EA $1,200.00 $16,800.00
7 EXTRA DEPTH FOR SS MH 12 VF $120.00 $1,440.00
8 WATER TIGHT SS MANHOLE INSERT 14 EA $75.00 $1,050.00
9 CONC COLLAR FOR SS MH 0 EA $325.00 $0.00
10 MANHOLE INTERIOR PROTECTIVE COATING 10 VF $205.00 $2,050.00
11 VACUUM TEST SS MANHOLE 14 EA $155.00 $2,170.00
12 REMOVE EXIST.SS MANHOLE 7 EA $500.00 $3,500.00
13 INSTL.DBL TWO-WAY SS CLEANOUT 71 EA $130.00 $9,230.00
14 PERMANENT ASPH.PAVEMENT REPAIR 35 LF $35.00 $1,225.00
15 TEMPORARY ASPH.PAVEMENT REPAIR 3800 LF $8.00 $30,400.00
16 TRENCH SAFETY SYSTEM 4550 LF $1.25 $5,687.50
17 POST TV INSPECTION SS MAIN 27001 LF 1 $4.75 $12,825.00
Subtotal Section SEWER -------------------------- $218,097.50
Total Section PIONEER STREET $1,167,466.68
Since ENGINEER has no control over the cost of labor,materials,equipment or services furnished by others,or over the Contractor(s)
methods of determining prices,or over competitive bidding or market conditions,ENGINEER's opinions of probable Total project Costs and
Construction Cost provided for herein are made on the basis of ENGINEER's experience and qualifications and represent ENGINEER's best
judgment as an experienced and qualified professional engineer,familiar with the construction industry;but ENGINEER cannot and does not
guarantee that proposals,bids or actual Total Project or Construction Costs will not vary from opinions of probable cost prepared by
ENGINEER. If prior to the Bidding or Negotiating Phase OWNER wishes greater assurance to the Construction Cost he shall employ an
independent cost estimator.
J:\040520\contract\Concrete-Exhibit—B-4-COST-.xls 9/3/2004 9:27 AM
EXHIBIT B-4 Lucinda Street
1701 RIVER RUN,SUITE 610
FORT WORTH,TX 76107
(817)335-9900
caasua�r FAX(817)335-9955
r
Street Reconstruction,Water and Sanitary Sewer Replacement on:
011ie Street(Martin to Pioneer) Pioneer Street(Old Mansfield Rd.to Wichita)
Bundy Street(Rodeo to Pecos) Lucinda Street(Pecos to Ray Alvin)
Contract No.: 13 Project No.:00026
LUCINDA S"fREET
OPINION OF PROBABLE
CONCRETE PAVING CONSTRUCTION COST
(870 L.F. (0.33 Lane Miles)of 28' Roadway)
September 3,2004
ITEM NO. DESCRIPTION QUANTITY UNIT UNIT COST SUB-TOTAL
1 REMOVE EXIST.CONC VALLEY 315 SF $2.00 $630.00
2 REMOVE EXIST.CURB&GUTTER 900 LF $2.00 $1,800.00
3 REMOVE EXIST.DWY,WALK,STEPS&WHEELCHAIR RAMPS 2,250 SF $1.50 $3,375.00
4 REMOVE&REPLACE EXIST,CHAIN LINK FENCE 120 LF $15.00 $1,800.00
5 REMOVE EXIST.10'CURB INLET 0 EA $450.00 $0.00
6 UNCLASSIFIED STREET EXCAVATION 967 CY $12.00 $11,600.00
7 6"LIME STABILIZED SUBGRADE 2,890 SY $2.75 $7,947.50
8 LIME 30#/SY 43 TN $90.00 $3,901.50
9 6"REINF.CONC,PAVING 2,795 SY $23.00 $64,285.00
10 7"INTEGRAL CURB 1,738 LF $4.75 $8,255.50
11 4"REINF CONC.WALK&WHEELCHAIR RAMPS 6,352 SF $4.75 $30,172.00
12 6"REINF.CONC,DRIVEWAY 2,365 SF $4.00 $9,460.00
13 ISILICONE JOINT SEALENT 3,360 LF $2.00 $6,720.00
14 CONST.REINF.CONC.STEPS 2 CY $300.00 $600.00
15 CONST.REINF.CONC.RETAINING WALL 100 LF $200.00 $20,000.00
16 CONST.COMBINATION REINF.CONC.WALK&RET.WALL 10 LF $75.00 $750.00
17 ADJUST WATER METERS TO GRADE 19 EA $35.00 $665.00
18 ADJUST WATER VALVES TO GRADE 3 EA $250.00 $750.00
19 ADJUST MANHOLES TO GRADE 3 EA $350.00 $1,050.00
20 ICONST.STD. 10'CURB INLET 0 EA $2,000.00 $0.00
21 TEMPORARY ASPH.DRIVEWAY 0 SF 1 $4.50 $0.00
22 6"REINF.CONC,FOR DRIVE TRANSITION 1032 SF $5.00 $5,160.00
23 HMAC TRANSITION 11 TN $100.00 $1,100.00
24 TOPSOIL 150 CY $11.00 $1,650.00
25 REMOVE&REPLACE EXIST,BRICK MAIL BOX 0 EA $350.00 $0.00
26 PROJECT DESIGNATION SIGN 2 EA $200,001 $400.00
27 UTILITY ADJUSTMENTS 1 LS $3,000.001 $3,000.00
Subtotal Section PAVING $185,071.50
LANE MILE COST 0.33 MILE $561,596.28 I LANE MILE
Since ENGINEER has no control over the cost of labor,materials,equipment or services furnished by others,or over the Contractor(s)
methods of determining prices,or over competitive bidding or market conditions,ENGINEER's opinions of probable Total project Costs and
Construction Cost provided for herein are made on the basis of ENGINEER's experience and qualifications and represent ENGINEER's best
judgment as an experienced and qualified professional engineer,familiar with the construction industry;but ENGINEER cannot and does not
guarantee that proposals,bids or actual Total Project or Construction Costs will not vary from opinions of probable cost prepared by
ENGINEER. If prior to the Bidding or Negotiating Phase OWNER wishes greater assurance to the Construction Cost he shall employ an
independent cost estimator.
J:\040520\contract\Concrete-Exhibit-B-4-COST-.xis 9/3/2004 9:27 AM
EXHIBIT B-4 Lucinda Street
1701 RIVER RUN,SUITE 610
FORT WORTH,TX 76107
(817)335-9900
aer+svLTAW4T FAX(817)335-9955
Street Reconstruction,Water and Sanitary Sewer Replacement on:
011ie Street(Martin to Pioneer) Pioneer Street(Old Mansfield Rd.to Wichita)
Bundy Street(Rodeo to Pecos) Lucinda Street(Pecos to Ray Alvin)
Contract No.:13 Project No.: 00026
LUCINDA S-fREET
OPINION OF PROBABLE
WATER CONSTRUCTION COST
September 3,2004
ITEM NO. DESCRIPTION QUANTITY UNIT UNIT COST SUB-TOTAL
1 8"WATER LINE INCL.REM.EXIST, 900 LF $23.00 $20,700.00
2 6"WATER LINE INCL.REM.EXIST. 11 LF $20.00 $220.00
3 8"WATER MAIN DUCTILE IRON PIPE INCL.REM. EXIST, 0 LF $30.00 $0.00
4 8"GATE VALVE&BOX 2 EA $650.00 $1,300.00
5 6"GATE VALVE&BOX 1 EA $450.00 $450.00
6 STD.FIRE HYDRANT 1 EA $1,700.00 $1,700.00
7 FIRE HYDRANT BARRELL EXTENSION 3 LF $15.00 $45.00
8 CAST IRON FITTINGS 1 TN $3,000.00 $3,000.00
9 1"WATER SERVICE TAP TO MAIN 19 EA $190.00 $3,610.00
10 1"WATER SERVICE FROM METER TO MAIN 350 LF $13.50 $4,725.00
11 WATER METER BOX CL.A 19 EA $100.00 $1,900.00
12 FURNISH AND LAY 2"TEMP.WATER SERVICE LINE 1 LS $2,000.00 $2,000.00
13 REMOVE EXIST.FH 1 EA $300.00 $300.00
14 PERMANENT ASPH.PAVEMENT REPAIR 45 LF $35.00 $1,575.00
15 TEMPORARY ASPH.PAVEMENT REPAIR 1175 LF $8.00 $9,400.00
16 REMOVE EXIST.G.V. OTHER THAN REPLACEMENT 0 EA $500.00 $0.00
Subtotal Section IWATER $50,925.00
Total Section LUCINDA STREET $235,996.50
Since ENGINEER has no control over the cost of labor,materials,equipment or services fumished by others,or over the Contractor(s)
methods of determining prices,or over competitive bidding or market conditions,ENGINEER's opinions of probable Total project Costs and
Construction Cost provided for herein are made on the basis of ENGINEER's experience and qualifications and represent ENGINEER's best
judgment as an experienced and qualified professional engineer,familiar with the construction industry,but ENGINEER cannot and does not
guarantee that proposals,bids or actual Total Project or Construction Costs will not vary from opinions of probable cost prepared by
ENGINEER. If prior to the Bidding or Negotiating Phase OWNER wishes greater assurance to the Construction Cost he shall employ an
independent cost estimator.
J:\040520\contract\Concrete-Exhibit—B-4-COST-.xls 9/3/2004 9:27 AM
7/28/2004 Attachment C
ATTACHMENT "C"
CHANGES AND AMENDMENTS TO STANDARD AGREMENT AND
ATTACHMENT A
Street Reconstruction, Water and Sanitary Sewer Replacement on:
011ie Street(Martin to Pioneer); Bundy Street(Rodeo to Pecos)
Pioneer(Old Mansfield Rd. to Wichita); Lucinda Street(Pecos to Ray Alvin)
Contract No.: 13
Project No.: 00026
1. None
J:\040520\contract\Concrete-AttachC.doc
C - 1
ATTACHMENT D-1
SCHEDULE
Street Reconstruction, Water and Sanitary Sewer Replacement on:
011ie Street(Martin to Pioneer); Bundy Street(Rodeo to Pecos)
Pioneer Street (Old Mansfield Rd. to Wichita); Lucinda Street (Pecos to Ray Alvin)
Contract No.: 13
Project No.: 00026
Project No.00026 COFW 2004 CIP Contract#13 011ie Street
Projected Actual
ID ITask Name I Duration IStart Finish 1, IDuration IStart Finish
1 COFW 2004 CIP Contract#13 011ie Street 318 days Mon 8/2/2004 Wed 10/19/2005
2 Notice to Proceed 0 days Mon 81212004 Mion 8/212004
3 Concept Design 60 days Mon 8/2/2004 Fri 10/22/2004
4 Topographic Survey 30 days Mon 8/2/2004 Fri 9/10/2004
5 Concept Report 30 days 1 Mon 9/13/2004 Fri 10/22/2004
6 30%Construction Plan Submittal 40 days Fri 9/10/2004 Fri 11/5/2004
7 M:Concept Report Submittal 0 days Fri 911012004 Fri 911012004
8 M. Neighborhood Meeting 0 days Fri 911012004 Fri 911012004
9 City of Fort Worth Review of Concept 10 days Mon 9/13/2004 Fri 9/24/2004
10 Prepare 30%Plan Submittal 30 days Mon 9/27/2004 Fri 11/5/2004
11 M'30%Plan Submittal 0 days Fri 111512004 Fn 111512004
12 City of Fort Worth Review 10 days Mon 11/8/2004 Fri 11/19/2004
13 60%Construction Plan Submittal 80 days Mon 11/22/2004 Fri 3/11/2005
14 Incorporate Staff Comments 20 days Mon 11/22/2004 Fri 12/17/2004
15 M.Submit Plans for Utility Coordination 0 days Fri 1211712004 Fri 1211712004
16 Mi:60%Plan Submittal to DOE 0 days Fri 1211712004 Fri 1211712004
17 Franchise Utility Relocations 60 days Mon 12/20/2004 Fri 3/11/2005
18 City of Fort Worth Review 10 days Mon 12/20/2004 Fri 12/31/2004
19 90%Construction Plan Submittal 21 days Mon 1/3/2005 Mon 1/31/2005
20 Preparation for 90%Submittal 1 day Mon 1/3/2005 Mon 1/3/2005
21 Incorporate Staff Comments 20 days Tue 1/4/2005 Mon 1/31/2005
22 M.Submit 90%Plans and Specs 0 days Mon 113112005 Mon 113112005
23 City of Fort Worth Review 5 days Tue 2/1/2005 Mon 2/7/2005
24 Final Construction Plan Submittal 15 days Tue 2/8/2005 Mon 2/28/2005
25 Incorporate Final Staff Comments 15 days Tue 2/8/2005 Mon 2/28/2005
26 M. Submit Final Plans 0 days Mon 2/1812005 Mon 212812005
27 Circulate Plans for signatures 5 days Tue 3/1/2005 Mon 3/7/2005
28 Advertise Project 25 days Tue 3/1/2005 Mon 4/4/2005
29 Prepare Plans and Specs for Advertisement 10 days Tue 3/1/2005 Mon 3/14/2005
30 Advertisement Duration 15 days Tue 3/15/2005 Mon 4/4/2005
31 M. Open Bids 0 days Mon 212812005 Mon 212812005
32 M&C Cirulation Process 15 days Tue 3/1/2005 Mon 3/21/2005
33 M Council Award 0 days Mon 212812005 Mon 212812005
34 Execute Contract Documents 5 days Tue 4/5/2005 Mon 4/11/2005
35 Project Construction Phase 132 days Tue 4/19/2005 Wed 10/19/2005
r37
Pre-Construction Meeting 1 day Tue 4/19/2005 Tue 4/19/2005
Pre-Construction Neighborhood Meeting 1 day Wed 4/27/2005 Wed 4/27/2005
Perform Construction 120 days Thu 5/5/2005 Wed 10/19/2005
G:\Job\040520\Contract\Attachment D-1.xls
7/28/2004
Z
4
ig
U "
a`
z
aa'
0
N
O v�
au o
w
w
a
c
�= m
= x _
a F E
a � o
� a m
o a °
w �
2 O
w
w
O
� n
o u
a
U
w a`
a
0 o a
c
t7
z
W
U� i
ohm Z 'ry Er Q n
< z
o � �
a a a
d ~
n ry M
w a
w
O �
Z Q
O
Z V
rl
a o
G] m A Y^ n a
�-
4
2
Z O L F > L I1
V o. E E
o - N
- a`a
wo
1 49 n x ] 4 s ) ° v a ° ° °R
Y x
] S c c
.A
20 q 15 11 IB u V 1x 11 C T E T
b n E ] a
x � E s E s
Z G R G R
. 9
ST. x la u o H
i9 ]0 o
xt xx y I4 25 x) 28
Wo x
p as j 0 o
) 40 ]9 3e ]) 36 ]S K 33 ]i 314 6"
N N N
6 M TI A E. ` ` "
9 e
S 4 ° A 28
Q 11 V ]x I
x ] x
S i x
b
4 IS dA ] 6 b x 9 F 9 30 3
5 II 3
S 9 e `
3 4 °H N 5 4 CU TE ST, xn S u
156 16 17 % ) ) S H
x V 6 ] 6 6 x) 6
) i II ') ° 26 )
N 5 5 )<
'x IA e q 9 6 ) 5 4
T, 25
° W
u ' 30 9 `� 24 v v
1
m.3a 2 2 w i 3 30 3 ] q b ]
] W ] S 6 ) x
I] ] 2 21 2 x
x p M BE ILY
1) TA.
t] M 15 to ]0 6 6 p
a u 1
N ) ) 95
x 20 q b 17 16 u x ]
3 3 9 '2 S
PIONEER ° e ST.
6 Z n 16 S 6 )Je 9 q 6
u
n o PINER
TR.3E-1 9 18
6 5 4 3 2 p 8 35 31 30 29 28 27 26
TR.3G-I-A 19 1 34 33 32
t} I4 t5 Y> 17 VI GLEN PARK 10 7 20 2
EL EM.SCHOOL 6 21 3 7 8 9 11 12 U
6
7y s 4 P 0 q
8 4 22 5
AVE. rR.3E
W 23
75
2 24 26
25 24 23 22 21 20
1 p e
1
6 5 4 3 2 4 5 10 9 7 35 2 3 4 5 6 ) 6
2 4 6 1 3433 INE T
1 �34 ''... 1 2 3 ` 5 q 2 32 30 29 28 27 26 25
TR.3F1 MY 3 3 31
4 2
A T TACHMENT E
(SHEET 1)
(COUNCIL DISTRICT 8)
OLLIE ST.
(MARTIN ST. TO PIONEER ST.) SCALE: 1" - 400'
PA V/NG /MPRO VEMEV TS SWR 2060-404
2004 CIP CONTRACT #13 MAPSCO 92F
PROJECT NO. 00026
A ANA CONSuzTANTS
@/OP�RS A 1701 RNER RUN/SURE 610 ifORT WORTH,TX 76107
PLU�et (817)335-99OWFAIC(817)735-9955
SURYHYOA9 1 •,,,
.g40520\conuactEEXHIBITS.dgn 071282004 03:07'57 PM
IS � lu 18
7 11 7 6 5 4 3 2 I J
6 5 4 3 2 I 40 39 AB W A
J 16 8 LN. 42 N
38 J7 36 JS tOB IOC
SAR J E L
10 ]
65 4 J 2 1 to E IJC
9 8 2A JB sA SA[_7
8B 98 Na 0
8 15 9 10 11 12 13 u C IJB 14A 14B
Il 12 4B 9A
58 8
6 7 = BA
2 Ifi I7 9 10 13 14 2B JA SB 6B 7B 13A
R1 L S r. RODEqA
IA
4 J 2 1 F 9A
0 1 2 J 4 5 6 4 J 2
28 2C 9B 9A B ] 6 5 a J 2 I 8
B
r 9B
J 7
8 9 b 11 12
L. 7 8 9 E U IS Ifi ] 4R C 188 10A
W 1D E m it q 7R 6R SR 3R 2R WA 10B 11 12 IJ 14 15 16 17 IBA 11
u 12 lOB
IT. PION ER
11 10 1 2 J 4 5 6 7
tt
8 9 10
tOR 9R 8R 7R 6R SA 4R J 2 1
IS
0-I
Is r 0 9 8 7
IB A Al BI CI 11R 12R jl,3Rl4R�15RI6R 7R BR 20R 6 5 4 J 2 1 9 8
PECOS VE
11
13 14 15 16 17 10 11
12 0
1} it
4BB BA 79 7A 6A 5B A B C D E F 1 P AVE[
S
6 7 10 9
8 6B
9
'o FN BC SA 4B 4A JB JA 2 2A IR IA
T 0 7C 6C 18 17 16
F
y IS u u 12 a Io 9 e
12
U 14 14\ 14 17AUCI DA 20 218 17 C
15 19B 19A 20A
r
< 17 B
15 16 IS
19 20 21 14 13 12 Il q 9 8 78 7A
`•\ S S C/jY \ n A CAMNON
\ AL CANNON 10 9 S
12 11 8 7 6 4B sA JB JA
SEMINARY TWIN �?pj 4/ F E D
THEA TERE S 7f(O 6 5 c It 1
0
} J
14R 0 9 B yI
B` A K
A T TACHMENT E
(SHEET 2)
(COUNCIL DISTRICT 8)
BUNDY ST.
(RODEO ST. TO PECOS ST.) SCALE: 1" - 400'
PA V/NG /MPRO VEMENTS WTR 2060-404
2004 CIP CONTRACT #13 MAPSCO 92E
PROJECT NO. 00026
& 1701 ANA CONSULTANTS RIVER RUN ALIFE 610 i£ORT WORTH,TX 76107
PG7L1�lS (817)335-990DFA)C(817(335-9955
SVRVBYOAS
...\040520\contraCt EXHIBITS.dp 07281200403:08:42 PM
3Y n -
3
Y =¢ o V ab
F a .NG !� ^ NO
R - -
A --- • W Ln
• a R• w a 31l d �_ x �Svz to L�
• F R Z , J rn ¢��
R � V
1S F R
H
Ln
_ n
. Vl R
•r
• d a - Q Q
;
- Y D d 3 R d L A - = " •
M+13n d d NO p,
z � a
v
a ¢ (T
� o
• ,Y R V uu
o: °Q + ■ R NIA - Oak NIA Id ' .1Y21 > n
R F M 4.• 1�
" • " Y R R e `°J
• R R [ [ # - p d `1
A Nn
O13 i Y !� Ofz
r 0
gdS - • cL
3NI 1SV3
^ R
idd -H
a
. c
F - +
a z
m
z 3 �
R
i • � 8
I
B 2A 38 4A SA SC 6A 7A 18 9B µB 0
15 9 10 11 12 13 14 C 136 14A 148 15A 158 16
11 12 3A 48 9A
BA 5B B
16 17 9 q U u 2B 58 6B 78
1]A
S r. RODE "
1A 5 1
1 VI 2 J 4 5 6
4 J 2 9A
2B 2C 2 JB JA 2 % 9A B 7 6 5 4 J 2 I B 7A 78 B
18N 1
b y 9B
'
12 z
U IS 16 7m FtT
i8BtL[
10A II II IJ
ID E Il 10 SRR " q8 IJ 14 IS K 17
12 18A
OB
T. PI N R
11 10 1 2 J 4 5 6 7 B 9 q
11
IOR ]12R
BR 7R 6R 5RF4RF[2 1
IB A Al Bt C1 �. 11R UR 14R 15R 16VR 17R. 18R I 4 J 2 1 9 8 7 6
PECOS
is
IJ 14 15 16 17 p 10 11 12 U
U 12 10
BB BA 7A 6A 58 A 8 C E F 1 ECOS AVE.
10 9
6B
9
q ! <q• 6C SA 4B 4A 3B SA 2 2A E 1A � I) I6
C 7C 6C
12 � 15 14 U 12 11 q 9 B 7 6
U 14 , 14\ I4 1)A UC D� 20 21B 17 C
15 19B WA 20A
S
17 B
15 Sl- C
21 "' 15 14 IJ 12 11 q 9 B )B )A 6 50 5
S 9 20
17 A
16
\ CANNON ST.
\ AL CANNON q 9
12 11 6 7 6 48 4A 38 JA
SEMINARY TWIN ��. F E 0
OR/VE-IN S
THEA IERE X40 5 J c G c q 11 9 e
�`\
q 9` y B
14R W
6 A K
is IB
2JN
25 U 14 15
16 IBB 19 20 >?
21 22
17
SEMINARY DR. 2J DR.
A T TACHMENT E
(SHEET 4)
(COUNCIL DISTRICT 8)
LUCINDA LANE
(PECOS ST. TO RAY ALVIN ST.) SCALE: 1" - 400'
PA V/NG /MPRO VEMENTS WTR 2060-404
2004 CIP CONTRACT #13 MAPSCO 92E
PROJECT NO. 00026
A ANA CONSULTANTS
1701 RNER RUN/SLATE 610.TORT WORM,TX 76107
7•u'�ar�s (817P3..9900'FAX jR17)335-9955
SURVHYpAS
...1040520\contracnEXHIBITS.dgn 07282004 03:10'49 PM
F
4 - 49 q 2 J 4 3 6 7 8 9 q 2
B 8 53 W DR
W
2 0
J 4 5 0 C V 0 V
9 J G ; I A 0 0 U 0 U
10 20 f9 IB 15 14 U I1 E t E T
16 n 2 pE M S 3 8 10 7d F s ;� F g
6'I z G fl C a
1C IB IA 4 9
ST. H 0 H 0 4
21 22 23 24 25 28 27 20 29 JO
SE AA p p
O 5A 6A
t0 eB j D j 0
]a aw 40 J9 3g J6 35 34 33 32 O
50 SC SB 79 K N K N
N
6 J1 7A L A E. l4 L u
9 g
6., 1 12.. 12.1
5 �'� G J I 8 g 4 n t1 32 1
12 10 6 5 1 2
1 5 2 ] 9 3 to JI I
FG IS 6R J1�1 6 q 2 9SO t/f314 )R 4 5 y ll8829 4412
5ACUTT R ST. = 4'2g 5 5 u
2 8 3 27 6
U qR 7 ii 17 10 6 - 17 6 Q 6 z 7 6
r 26 7
9 8 7 5 e 3 5Tr
8" ST. 12 MRg 1 25 g g
1 1 15 i 4 4 4 24 9 9
3
i 38 2 2 u 2 J 20 J J 23 t0 10
3 6 ]
6 5 4 J JC 3 J IJ y J Z 2 21 2 2 22 21 11
J 1
t—
2 4 4 12 - 9E LY
28 5 6 „
U Il 15 16 17 6 6 _
3D J q I 1 IO IJ 14 1
7 O 7._-...... J 4 5
to 20 N Ig 17 q 15 14 1 2 3 4
9 2 9 15 - 2
ST. PIONEER g g
6,. ST. 8 11 16
J 5 8 7 g 9 IO tl 12 13 a t5
6" ] - to 17 4 P ER g"
6 5
44 J 1 SE 1 O 6 Z
TRA -1 9 tg
6 5 4 J 2 m O 8 19 1 35
E. TR.JO-1-A 34 33 32 31 30 29 2g 17 26
17 GLEN PARK 7 20 2
u 14 15 16 m ELEM.SCHOOL 10 6 21 J 7 g g q t1 t2 13
g 5 4 6
AVE. 18 v 4 22 5 0
o.
6„ w 2]
1 1R.3E d .g 2 24 t ZB 15 24 2J 22 2t 20
,I 1
6 5 4 J 2 4 5 9 7 35 I
3 4 3 6 ) 8
-- 1EA' 2
4 6� 3J
1 4 5 Z 31
1 I S 4 1 2 J q 31 SO I9 28 27 26 25
TR,JFt TR.JF 3
A T TACHMENT E
(SHEET 5)
(COUNCIL DISTRICT 8)
OLLIE ST.
(MARTIN ST. TO PIONEER ST.) SCALE= i„ , 400
WA TER /MPRO VEMENTS WTR 2060-404
2004 CIP CONTRACT #13 MAPSCO 92F
PROJECT NO. 00026
A ANA CalvsuLTArvTs
io+Otl s A 1701 RIVER RUN/SUM 610.PORT WORTH,TX 76107
rtw'wffi� (817)335-9900'FAX,(817}335-9955
,nnevaroxs
...10405201contracBEXHIBITS.dg,,07t28f2004 03 11:37 PM
1u 11B
2 J
6 S 4 } 2 I 40 39 A8 6 S 4 3 m A
J 8 LN. 42 at JB 37 36 35 108 qC K
F
SAR J E L
q 7
6 5 4 3 2 t U E 13C
9 a 2A 3B 4A 5A 5C 6A 7A 88 90 N8 D
8 t0 15 12 3A 48 8A $8 9A 9 10 11 12 13 14 C 138 14A 146
p
�
2 6 7 q 17 9 q 13 14 18 28 58 68 78>in 6
13A
B S 8" ODE A
. 1 I
u
4 J 2 t 0 1 2 3 4 5 6 9A
4 a 2 2B 2C 98 9A 8 7 6 5 4 3 2 1
B
Y N 9B
J 7
1- 8 9 q 11 12
6 7 B 9 U1 13 15 16 17, 7R 4R 168 _ qA
WDIONEEN JR 2R qA 108 13 14 15 16 17 II
_.... 11 12
! 12 IBA
� q8
T- PION ER
t
It 10 t 2 3 4 5 6 7 B 9 10
n
IS
qR 9R OR 7R 611 5R 4R 3 2 1
A A-1 B�I C-1 D-i
Y
16 60 18PEC A Al BI C7 m_ 1111 12R 1311 1411 ISR A16RVE 17R 1811 2011 D 8 7 6 5 4 3 2 1 9 8
11 �
Z 10 13 a IS 16 17 ID 11
J 2 >
4 �" 66 8A 7B 7A 6A 58 A 8 C 0 E F I *�
5 P AVE
6 7 c2 10 9 6., 8..
8 6B
9 2 1A
q rt` BC 5A 4B 4A !B 3A 2A IB IR 17 q
7C 6L
II N R n
15 u q 9 6
12 � '
L3
LUCI 40A �- L
14 14� M t7A 18 2DB 2>g 17 C
t5
19B 19A 20A
,e� 5
1Qq�Sr\ 17 8 16 15
-c 11 1J 72 11 q 9 8 70 7A
19 20 21
s C 17 A
\ 6 'rr
T
IS' ......... 6"
AL CANNON 6„
R n s 7 @ 4B aA }8 !A
SEMINARY TWIN D
THE TERE RIVE-INS (0 3 6 5 C C 11 ID
� 3-c
q 94 Y 8 J
411 3 W
6
AT TACHMENT E
(SHEET 6)
(COUNCIL DISTRICT 8)
BUNDY ST.
(RODEO ST. TO PECOS ST.) SCALE: t" - 400'
WA TER /MPRO VEMENT.S W TR 2060-404
2004 CLP CONTRACT #13 MAPSCO 92E
PROJECT NO. 00026
A ANA CoNsuLTANTS
r9ro➢' .s A 1701 RIVER RUN/SUITE 610,fORT WORTH,T%76107
P7ANMiRS (817)335-9900'FAX{8171]35-9955
SUR1 ORS
..W40520\con.OT_%HIBITS.agn 07/2812004 03:12.09 PM
30
M94
cr
C4
om 0-1 C.'�ON
---vr
V), L�j
ok�dd�
31110
Is
............
EA
tr
10 -4
jwi3n", 00
z -A-7—.T--
A �
Ln
j Qr�z
Fm IT Lu
381 V)
ils
C) 0
.......... 8
9
mmmm:�E
z 0
3'N I I S'v 3
NI
-i- L 1-1, 1 U3
)o
Lon
B 2A 3B 4A 5A 11 8A I 7A 8a 9B -71
B D
15 v
9 10 11 12 U 14 C 130 14A U8 15A 158 16
11 t2 3A 4B 9A
Q 8A 58 8
16 17 9 q 13 14 E 2B 5B 68 78 io
i3A
6 $ 8" ODE A 8..
to $i
HA
t71 1 2 3 4 5 6 4 3 2 28 2C 2 38 3A 2 98 9A 8 7 6 5 4 } 2 t B 7A 78 6
6 N i
44
Y 4 90
J 7 p
�•' B 9 q it 12
9 M 15 t6 7� i° 7R 4R - qA 1I 12 13 t
W I E it 10 5ft 3R 2R A iJ 14 E5 16 17
0 12 18A -
08
T•
PIONE R
ii q 1 2 J 4 5 B 7 B 9 q 11 6" 6"
IDR 9R BR 7R 6R SR 4R J 2 1
A A•1 0-1 C-1 p-1 P
801
/� > 0
60 18 A A At BI C1 i_ 11R 12R 13R I4R 15R I6R I7R 18R T� a /� , 4 3 2 1 H 8 7 6
PECOS m y I9 (�
n
q 14 1s 16 17 18 0
Z q 11 12 13
2 O
l3 71 }
J.A 7A 6A 58 A B C E F 1 ECOS AVE.
Ip 9
All 4
''F1 �
9 2 1A
q vt, Iry. 8C SA AB 4A 3B 3A 2A 1B 1B 17 14
C 7C 6C
11 15 14 tJ 12 11 10 9 8 7 6
12 v5
13 14 ` IA \ 14 17A VCI DA
208
21B 17 C
is i9g 19A 20A
�O.¢`• 5 m 17 8 1
14 13 12 11 10 H 8 18 JA 6 51 5
'y 19 20 21
17 M1
C N ST.
E
1a•
\ AL CANNON s 10 9
12 11 � B 7 6 40 sA 3B }A
SEMINARY TWIN 60 F E D
DRIVE-IN S .3
THEATERE '�"�� 5 D 11 10 9 8
\ w 3-D c
14R
0 9 Y B J
W
Ifi IB
23 24
� 25 ll t1 15
tee 19 20 12
1„ARV 21 22
17
SEMINARY OR. 23 OR.
t6"Cont. ......... .............._..._--
A T TACHMENT E
(SHEET 8)
(COUNCIL DISTRICT 8)
LUCINDA LANE
(PECOS ST.TO RAY ALVIN ST.) SCALE* r' - 400'
WA TER /MPRO VEMENTS WTR 2060-404
2004 CIP CONTRACT #13 MAPSCO 92E
PROJECT NO. 00026
A ANA CONSuLTANTS
H/04�AS A 1701 RIVER RUN/SUITE 610.fORT WORTH,TX 76107
(817)335-9900'FAX(817)735-9955
SVRV8Yt7R5
_10405201cootracnEXHIBITS.dgn 07728!2004 03 13.42 PM
g
N =. ^ R , V. e•r�R N 3 J
i Bt f-7 w 61Lf-7CO 2
Offf`7R
% x
Ln
• % % L Y-
a ' %`— N ^ •�qwR - 'a Lr-7 31"1 s W- ! �S Nzo. th
ex
^K
N z
%%
ew • : o WN
ce.s.
OL ,-7 S 0 DY-7
S
H-
_ �- ty � a g • a G ^ IY
,r
c� �
As
~ w
�3naiag Rr �31 a L -7a S
(AR �)
CL 2
> id
LZ
R Y • ] S I . . ^ w 1•••1
•� x ^ W rT7 QU
e� e � Q "�` CJ Q �` W
Z LZ
Oa k MAN S U ( �
% i u
ibc °
tL ,-71
%.y % • to ^ -
! R 8 ]w•a �_
e"
% ! b o
L a "13 Rw - • e 3
• R _ a R Q N \ 01
d ^ R d. rt z P
. . cIr
SL Y^ g Y.
..
a 8^ m a 3
a
t
% o
fS - a"'+ • i�� m
4
City of Fort Worth, Texas
Mayor and Council Communication
COUNCIL ACTION: Approved on 10/2612004
DATE: Tuesday, October 26, 2004
LOG NAME: 30CIPOLLIE2 REFERENCE NO.: **C-20365
SUBJECT:
Engineering Agreement with ANA Consultants, L.L.C. for Pavement Reconstruction and Water and
Sanitary Sewer Main Replacement on 011ie Street, Bundy Street, Pioneer Street, and Lucinda Street
(City Project 00026)
RECOMMENDATION:
It is recommended that the City Council authorize the City Manager to execute an engineering agreement
with ANA Consultants, L.L.C. in the amount of $185,683.50 for pavement reconstruction and water and
sanitary sewer main replacements on 011ie Street (Martin Street to Pioneer Street), Bundy Street (Rodeo
Street to Pecos Street), Pioneer Street (Old Mansfield Road to Wichita Street), and Lucinda Street (Pecos
Street to Ray Alvin Drive).
DISCUSSION:
The 2004 Capital Improvement Program (CIP) includes funds for pavement reconstruction and water and
sanitary sewer main replacements on 011ie Street (Martin Street to Pioneer Street), Bundy Street (Rodeo
Street to Pecos Street), Pioneer Street (Old Mansfield Road to Wichita Street), and Lucinda Street (Pecos
Street to Ray Alvin Drive).
The engineering agreement consists of the preparation of plans and specifications for pavement
reconstruction and water and sanitary sewer main replacement on the above identified streets.
ANA Consultants, L.L.C. proposes to perform the necessary design work for a lump sum fee of
$185,683.50. City Staff considers this fee to be fair and reasonable for the scope of services proposed.
In addition to the contract amount $35,755.00 (water: $10,309.00; sewer: $4,458.00; and streets:
$20,988.00) is required for project management by the Engineering Department.
ANA Consultants, L.L.C., is in compliance with the City's M/WBE Ordinance by committing to 23% M/WBE
participation. The City's goal on the project is 23%.
This project is located in COUNCIL DISTRICT 8, Mapsco 92E and F.
FISCAL INFORMATION/CERTIFICATION:
The Finance Director certifies that funds are available in the current capital budgets, as appropriated, of the
Water and Sewer Capital Project Funds and the Street Improvement Fund.
TO Fund/Account/Centers FROM Fun d/Accou nt/C enters
P264 531200 608170002631 $8,577.45
P264 531200 608170002632 $17,154.90
T ncYnAm,-- 10('TPnT T f�')
P264 531200 608170002633 $2,859.15
P264 531200 608170002651 $11,392.50
P274 531200 708170002631 5703-9.05
P274 531200 708170002632 $14,078.10
P274 531200 708170002633 $2,346.35
P274 531200 708170002651 $7,425,00
C200 531200 208400002631 $29,984.40
C200 531200 208400002632 $59,968.80
C200 531200 208400002633 $9,994.80
C200 531200 208400002651 $14,863.00
Submitted for City Manager's Office by: Marc Ott (8476)
Originating Department Head: A. Douglas Rademaker (6157)
Additional Information Contact: A. Douglas Rademaker (6157)
T nrynAmm- 101-TT>nT T TVI