HomeMy WebLinkAboutContract 33145 CITY SECRETARY �
CONTRACT NO. r
CIN OF FORT WORTH, TEXAS
STANDARD AGREEMENT FOR ENGINEERING SERVICES
This AGREEMENT is between the City of Fort Worth (the "CITY"), and RJN
Group, Inc., (the "ENGINEER"), for a PROJECT generally described as: Pavement
Reconstruction and Water and Sanitary Sewer Main Replacement on Hatcher Street
(Quails Lane to Hardeman Street), Chickasaw Avenue (Shackleford Street to Miller
Avenue), Jennifer Court (Eastland Street to Eastland Street), Lois Street (Sydney Street
to East Dead End), Norris Street (Crouch Avenue to East Dead End), Sydney Street
(East Berry Street to Reed Street) and Whitehall Street (Miller Avenue to Pate Drive).
Article I
Scope of Services
A. The Scope of Services is set forth in Attachment A.
Article II
Compensation
A. The ENGINEER's compensation is set forth in Attachment B.
Article III
Terms of Payment
Payments to the ENGINEER will be made as follows:
A. Invoice and Payment
(1) The Engineer shall provide the City sufficient documentation to reasonably
substantiate the invoices.
(2) The ENGINEER will issue monthly invoices for all work performed under
this AGREEMENT. Invoices are due and payable within 30 days of receipt.
(3) Upon completion of services enumerated in Article I, the final payment of
any balance will be due within 30 days of receipt of the final invoice.
(4) In the event of a disputed or contested billing, only that portion so contested
will be withheld from payment, and the undisputed portion will be paid. The
CITY will exercise reasonableness in contesting any bill or portion thereof.
No interest will accrue on any contested portion of the billing until mutually
resolved.
(5) If the CITY fails to make payment in full to ENGINEER for billings contested
in good faith within 60 days of the amount due. the ENGINEER may, after
giving 7 days' written notice t CITY,—suspend services under this
AGREEMENT until paid in full, ,including interest. In the event of
suspension of services, the ENGINEER shall have no liability to CITY for
delays or damages caused the CITY because of such suspension of
services.
Article IV
Obligations of the Engineer
Amendments to Article IV, if any, are included in Attachment C.
A. General
The ENGINEER will serve as the CITY's professional engineering representative
under this Agreement, providing professional engineering consultation and advice
and furnishing customary services incidental thereto.
B. Standard of Care
The standard of care applicable to the ENGINEER's services will be the degree of
skill and diligence normally employed in the State of Texas by professional
engineers or consultants performing the same or similar services at the time such
services are performed.
C. Subsurface Investigations
(1) The ENGINEER shall advise the CITY with regard to the necessity for
subcontract work such as special surveys, tests, test borings, or other
subsurface investigations in connection with design and engineering work to
be performed hereunder. The ENGINEER shall also advise the CITY
concerning the results of same. Such surveys, tests, and investigations
shall be furnished by the CITY, unless otherwise specified in Attachment A.
(2) In soils, foundation, groundwater, and other subsurface investigations, the
actual characteristics may vary significantly between successive test points
and sample intervals and at locations other than where observations,
exploration, and investigations have been made. Because of the inherent
uncertainties in subsurface evaluations, changed or unanticipated
underground conditions may occur that could affect the total PROJECT cost
and/or execution. These conditions and cost/execution effects are not the
responsibility of the ENGINEER.
D. Preparation of Engineering Drawings
The ENGINEER will provide to the CITY the original drawings of all 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
ENGINEERING AGREEMENT
JANUARY 1,2005
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such drawings for any project other than the PROJECT described herein.
E. Engineer's Personnel at Construction Site
(1) The presence or duties of the ENGINEER's personnel at a construction
site, whether as on-site representatives or otherwise, do not make the
ENGINEER or its personnel in any way responsible for those duties that
belong to the CITY and/or the CITY's construction contractors or other
entities, and do not relieve the construction contractors or any other entity of
their obligations, duties, and responsibilities, including, but not limited to, all
construction methods, means, techniques, sequences, and procedures
necessary for coordinating and completing all portions of the construction
work in accordance with the Contract Documents and any health or safety
precautions required by such construction work. The ENGINEER and its
personnel have no authority to exercise any control over any construction
contractor or other entity or their employees in connection with their work or
any health or safety precautions.
(2) Except to the extent of specific site visits expressly detailed and set forth in
Attachment A, the ENGINEER or its personnel shall have no obligation or
responsibility to visit the construction site to become familiar with the
progress or quality of the completed work on the PROJECT or to determine,
in general, if the work on the PROJECT is being performed in a manner
indicating that the PROJECT, when completed, will be in accordance with
the Contract Documents, nor shall anything in the Contract Documents or
the agreement between CITY and ENGINEER be construed as requiring
ENGINEER to make exhaustive or continuous on-site inspections to
discover latent defects in the work or otherwise check the quality or quantity
of the work on the PROJECT. If, for any reason, the ENGINEER should
make an on-site observation(s), on the basis of such on-site observations, if
any, the ENGINEER shall endeavor to keep the CITY informed of any
deviation from the Contract Documents coming to the actual notice of
ENGINEER regarding the PROJECT.
(3) When professional certification of performance or characteristics of
materials, systems or equipment is reasonably required to perform the
services set forth in the Scope of Services, the ENGINEER shall be entitled
to rely upon such certification to establish materials, systems or equipment
and performance criteria to be required in the Contract Documents.
F. Opinions of Probable Cost, Financial Considerations, and Schedules
(1) The ENGINEER shall provide opinions of probable costs based on the
current available information at the time of preparation, in accordance with
Attachment A.
(2) In providing opinions of cost, financial analyses, economic feasibility
ENGINEERING AGREEMENT
JANUARY 1,2005
Page 3 of 22
projections, and schedules for the PROJECT, the ENGINEER has no
control over cost or price of labor and materials; unknown or latent
conditions of existing equipment or structures that may affect operation or
maintenance costs; competitive bidding procedures and market conditions;
time or quality of performance by third parties; quality, type, management,
or direction of operating personnel; and other economic and operational
factors that may materially affect the ultimate PROJECT cost or schedule.
Therefore, the ENGINEER makes no warranty that the CITY's actual
PROJECT costs, financial aspects, economic feasibility, or schedules will
not vary from the ENGINEER's opinions, analyses, projections, or
estimates.
G. Construction Progress Payments
Recommendations by the ENGINEER to the CITY for periodic construction
progress payments to the construction contractor will be based on the
ENGINEER's knowledge, information, and belief from selective sampling and
observation that the work has progressed to the point indicated. Such
recommendations do not represent that continuous or detailed examinations have
been made by the ENGINEER to ascertain that the construction contractor has
completed the work in exact accordance with the Contract Documents; that the
final work will be acceptable in all respects; that the ENGINEER has made an
examination to ascertain how or for what purpose the construction contractor has
used the moneys paid; that title to any of the work, materials, or equipment has
passed to the CITY free and clear of liens, claims, security interests, or
encumbrances; or that there are not other matters at issue between the CITY and
the construction contractor that affect the amount that should be paid.
H. Record Drawings
Record drawings, if required, will be prepared, in part, on the basis of information
compiled and furnished by others,and may not always represent the exact
location, type of various components, or exact manner in which the PROJECT was
finally constructed. The ENGINEER is not responsible for any errors or omissions
in the information from others that is incorporated into the record drawings.
I. Minority and Woman Business Enterprise (M/WBE)
participation
In accord with City of Fort Worth Ordinance No. 133500, the City has goals for the
participation of minority business enterprises and woman business enterprises in
City contracts. Engineer acknowledges the M/WBE goal established for this
contract and its commitment to meet that goal. Any misrepresentation of facts
(other than a negligent misrepresentation) and/or the commission of fraud by the
Engineer may result in the termination of this agreement and debarment from
participating in City contracts for a period of time of not less than three (3) years.
ENGINEERING AGREEMENT
JANUARY 1,2005 M
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ENGINEERING AGREEMENT `.
JANUARY 1,2005
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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 and appropriate work space in order to conduct audits in
compliance with the provisions of this section. The CITY shall give
ENGINEER reasonable advance notice of intended audits.
(2) ENGINEER further agrees to include in all its subconsultant agreements
hereunder a provision to the effect that the subconsultant agrees that the
CITY shall, until the expiration of three (3) years after final payment under
the subcontract, have access to and the right to examine and photocopy
any directly pertinent books, documents, papers and records of such
subconsultant, involving transactions to the subcontract, and further, that
the CITY shall have access during normal working hours to all
subconsultant facilities, and shall be provided adequate and appropriate
work space, in order to conduct audits in compliance with the provisions of
this article together with subsection (3)hereof. CITY shall give subcon-
sultant reasonable advance notice of intended audits.
(3) ENGINEER and subconsultant agree to photocopy such documents as may
be requested by the CITY. The CITY agrees to reimburse ENGINEER for
the cost of copies at the rate published in the Texas Administrative Code in
effect as of the time copying is performed.
K. ENGINEER's Insurance
(1) Insurance coverage and limits:
ENGINEER shall provide to the City certificate(s) of insurance documenting
policies of the following coverage at minimum limits that are to be in effect prior to
commencement of work on the PROJECT:
Commercial General Liability
$1,000,000 each occurrence
$$2,000,000 aggregate
Automobile Liability
$1,000,000 each accident
or
$250,000 property damage
$500,000 bodily injury per person per accident
ENGINEERING AGREEMENT —• — -- --
JANUARY 1,2005 s
Page 6 of 22 . . . _ .._ _ ....
A commercial business auto policy shall provide coverage on "any auto",
defined as autos owned, hired and non-owned during the course of this 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
$2,000,000 aggregate
Professional Liability Insurance shall be written on a project specific basis. The
retroactive date shall be coincident with or prior to the date of this contract and the
certificate of insurance shall state that the coverage is claims-made and the retroactive
date. The insurance coverage shall be maintained for the duration of this contract and for
five (5) years following completion of the contract (Tail Coverage). An annual certificate
of insurance shall be submitted to the City for each year following completion of this
contract.
(2) Certificates of insurance evidencing that the ENGINEER has obtained all
required insurance shall be delivered to the CITY prior to ENGINEER
proceeding with the PROJECT.
(a) Applicable policies shall be endorsed to name the CITY an
Additional Insured thereon, as its interests may appear. The term
CITY shall include its employees, officers, officials, agents, and
volunteers as respects the contracted services.
(b) Certificate(s) of insurance shall document that insurance coverage
specified 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.
ENGINEERING AGREEMENT
JANUARY 1 2005
Page 7 of 22
(e) Insurers for all policies must be authorized to do business in the
state of Texas or be otherwise approved by the CITY; and, such
insurers shall be acceptable to the CITY in terms of their financial
strength and solvency.
(f) Deductible limits, or self-insured retentions, affecting insurance
required herein shall be acceptable to the CITY in its sole discretion;
and, in lieu of traditional insurance, any alternative coverage
maintained through insurance pools or risk retention groups must be
also approved. Dedicated financial resources or letters of credit may
also be acceptable to the City.
(g) Applicable policies shall each be endorsed with a waiver of
subrogation in favor of the CITY as respects the PROJECT.
(h) The City shall be entitled, upon its request and without incurring
expense, to review the ENGINEER's insurance policies including
endorsements thereto and, at the CITY's discretion, the ENGINEER
may be required to provide proof of insurance premium payments.
(i) The Commercial General Liability insurance policy shall have no
exclusions by endorsements unless the CITY approves such
exclusions.
(j) 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.
(k) 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.
(1) 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.
ENGINEERING AGREEMENT
JANUARY 1,2005
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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.
O. Permitting Authorities - Design Changes
If permitting authorities require design changes so as to comply with published
design criteria and/or current engineering practice standards which the ENGINEER
should have been aware of at the time this Agreement was executed, the
ENGINEER shall revise plans and specifications, as required, at its own cost and
expense. However, if design changes are required due to the changes in the
permitting authorities' published design criteria and/or practice standards criteria
which are published after the date of this Agreement which the ENGINEER could
not have been reasonably aware of, the ENGINEER shall notify the CITY of such
changes and an adjustment in compensation will be made through an amendment
to this AGREEMENT.
Article V
Obligations of the City
Amendments to Article V, if any, are included in Attachment C.
A. City-Furnished Data
The CITY will make available to the ENGINEER all technical data in the CITY's
possession relating to the ENGINEER's services on the PROJECT. The
ENGINEER may rely upon the accuracy, timeliness, and completeness of the
information provided by the CITY.
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JANUARY 1,2005
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B. Access to Facilities and Property
The CITY will make its facilities accessible to the ENGINEER as required for the
ENGINEER's performance of its services and will provide labor and safety
equipment as required by the ENGINEER for such access. The CITY will perform,
at no cost to the ENGINEER, such tests of equipment, machinery, pipelines, and
other components of the CITY's facilities as may be required in connection with the
ENGINEER's services. The CITY will be responsible for all acts of the CITY's
personnel.
C. Advertisements, Permits, and Access
Unless otherwise agreed to in the Scope of Services, the CITY will obtain, arrange,
and pay for all advertisements for bids; permits and licenses required by local,
state, or federal authorities; and land, easements, rights-of-way, and access
necessary for the ENGINEER's services or PROJECT construction.
D. Timely Review
The CITY will examine the ENGINEER's studies, reports, sketches, drawings,
specifications, proposals, and other documents; obtain advice of an attorney,
insurance counselor, accountant, auditor, bond and financial advisors, and other
consultants as the CITY deems appropriate; and render in writing decisions
required by the CITY in a timely manner in accordance with the project schedule in
Attachment A.
E. Prompt Notice
The CITY will give prompt written notice to the ENGINEER whenever CITY
observes or becomes aware of any development that affects the scope or timing of
the ENGINEER's services or of any defect in the work of the ENGINEER or
construction contractors.
F. Asbestos or Hazardous Substances Release.
(1) CITY acknowledges ENGINEER will perform part of the work at CITY's
facilities that may contain hazardous materials, including asbestos
containing materials, or conditions, and that ENGINEER had no prior role
in the generation, treatment, storage, or disposition of such materials. In
consideration of the associated risks that may give rise to claims by third
parties or employees of City, City hereby releases ENGINEER from any
damage or liability related to the presence of such materials.
ENGINEERING AGREEMENT
JANUARY 1,2005
Page 10 of 22
(2) The release required above shall not apply in the event the discharge,
release or escape of hazardous substances, contaminants, or asbestos is a
result of ENGINEER's negligence or if ENGINEER brings such hazardous
substance, contaminant or asbestos onto the project.
G. Contractor Indemnification and Claims
The CITY agrees to include in all construction contracts the provisions of Article
IV.E. regarding the ENGINEER's Personnel at Construction Site, and provisions
providing contractor indemnification of the CITY and the ENGINEER for
contractor's negligence.
H. Contractor Claims and Third-Party Beneficiaries
(1) The CITY agrees to include the following clause in all contracts with
construction contractors and equipment or materials suppliers:
"Contractors, subcontractors and equipment and materials
suppliers on the PROJECT, or their sureties, shall maintain
no direct action against the ENGINEER, its officers,
employees, and subcontractors, for any claim arising out
of, in connection with, or resulting from the engineering
services performed. Only the CITY will be the beneficiary
of any undertaking by the ENGINEER."
(2) This AGREEMENT gives no rights or benefits to anyone other than the
CITY and the ENGINEER and there are no third-party beneficiaries.
(3) The CITY will include in each agreement it enters into with any other entity
or person regarding the PROJECT a provision that such entity or person
shall have no third-party beneficiary rights under this Agreement.
(4) Nothing contained in this section V.H. shall be construed as a waiver of any
right the CITY has to bring a claim against ENGINEER.
I. CITY's Insurance
(1) The CITY may maintain property insurance on certain pre-existing
structures associated with the PROJECT.
(2) The CITY will ensure that Builders Risk/installation insurance is maintained
at the replacement cost value of the PROJECT. The CITY may provide
ENGINEER a copy of the policy or documentation of such on a certificate of
insurance.
ENGINEERING AGREEMENT ---- _.
JANUARY 1,2005
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(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.
B. Reuse of Project Documents
All designs, drawings, specifications, documents, and other work products of the
ENGINEER, whether in hard copy or in electronic form, are instruments of service
for this PROJECT, whether the PROJECT is completed or not. Reuse, change, or
alteration by the CITY or by others acting through or on behalf of the CITY of any
such instruments of service without the written permission of the ENGINEER will
be at the CITY's sole risk. The 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
ENGINEERING AGREEMENT
JANUARY 1,2005
Page 12 of 22
(1) The CITY may terminate this agreement for its convenience on 30 days'
written notice. Either the CITY or the ENGINEER for cause may terminate
this AGREEMENT 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.
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).
ENGINEERING AGREEMENT
JANUARY 1,2005
Page 13 of 22
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 $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.
ENGINEERING AGREEMENT
JANUARY 1,2005 �' l
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K. Severability and Survival
If any of the provisions contained in this AGREEMENT are held for any reason to
be invalid, illegal, or unenforceable in any respect, such invalidity, illegality, or
unenforceability will not affect any other provision, and this AGREEMENT shall be
construed as if such invalid, illegal, or unenforceable provision had never been
contained herein. Articles V.F., VI.B., VI.D., VI.H., VI.I., and VI.J. shall survive
termination of this AGREEMENT for any cause.
L. Observe and Comply
ENGINEER shall at all times observe and comply with all federal and State laws
and regulations and with all City ordinances and regulations which in any way
affect this AGREEMENT and the work hereunder, and shall observe and comply
with all orders, laws ordinances and regulations which may exist or may be
enacted later by governing bodies having jurisdiction or authority for such
enactment. No plea of misunderstanding or ignorance thereof shall be considered.
ENGINEER agrees to defend, indemnify and hold harmless CITY and all of its
officers, agents and employees from and against all claims or liability arising out of
the violation of any such order, law, ordinance, or regulation, whether it be by itself
or its employees.
ENGINEERING AGREEMENT
JANUARY 1,2005
Page 15 of 22
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.
Article vii
Attachments, Schedules, and Signatures
This AGREEMENT, including its attachments and schedules, constitutes the entire
AGREEMENT, supersedes all prior written or oral understandings, and may only be
changed by a written amendment executed by both parties. The following attachments and
schedules are hereby made a part of this AGREEMENT:
Attachment A- Scope of Services
Attachment B-Compensation
Attachment C -Amendments to Standard Agreement for Engineering Services
Attachment D - Project Schedule
Attachment E - Location Map
Executed this the 2&day of r , 200
ATTEST: CITY OF FORT WORTR
B
Marty Hendri NarcA.
City Sr.-n -0
ecretaryI' Assistantity Manager
`� APPROVAL RECOMMENDED
contract Author++izznatioA
U-b- ��-X ,�J�l�l�4iGk'1�
Date A. Douglas Rademaker, P.E.
Director, Engineering Department
APPROV D IS TO RM LEGALI
Assi nt Ci*Amey
RJN GROUP, INC_
ATTEST: ENGINEER
By:
Hugh M. Iso
Regional Vice President
STANDARD ENGINEERING AGREEMENT(REV 70/06105)
Page 14 of 14
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ATTACHMENT"A"
General Scone of Services
"Scope of Services set forth herein can only be modified by additions, clarifications, and(or
deletions set forth in the supplemental Scope of Services. In cases of conflict between the
Supplemental Scope of Services and the General Scope of Services, the Supplemental Scope of
Services shall have precedence over the General Scope of Services."
GENERAL
1) Preliminary Conference with City
The Engineer shall attend preliminary conferences with authorized representatives of the
City regarding the scope of project so that the plans and specifications which are to be
developed hereunder by the Engineer will result in providing facilities which are
economical in design and conform to the City's requirements and budgetary constraints.
2) Coordination with Outside Agencies/Public Entities
The Engineer shall coordinate with officials of other outside agencies as may be
necessary for the design of the proposed street, and storm drain and/or water and
wastewater facilities/improvements. It shall be the Engineer's duty hereunder to secure
necessary information from such outside agencies, to meet their requirements.
3) Geotechnical Investigations
The Engineer shall advise the City of test borings, and other subsurface investigations that
may be needed. In the event it is determined necessary to make borings or excavate test
holes or pits, the Engineer shall in coordination with the City and the City's geotechnical
engineering consultant, draw up specifications for such testing program. The cost of the
borings or excavations shall be paid for by the City.
4) Agreements and Permits
The Engineer shall complete all forms/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 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.
ENGINEERING AGREEMENT J ~
JANUARY 1,2005 j'?
Page 17 of 22
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.
ENGINEERING AGREEMENT
JANUARY 1,2005
Page 18 of 22
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.
ENGINEERING AGREEMENT '
JANUARY 1,2005
Page 19 of 22
i
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 substitution
prior to the award of contracts is allowed by the bidding documents, the Engineer will
advise the owner as to the acceptability of alternate materials and equipment proposed by
the prospective constructors.
18) Recommendation of Award
The Engineer shall assist in the tabulation and review of all bids received for the
construction of the project and shall make a recommendation of award to the City.
19) Prebid Conference
The Engineer shall attend the prebid conference and the bid opening, prepare bid
tabulation sheets and provide assistance to the owner in evaluating bids or proposals and
in assembling and awarding contracts for construction, materials, equipment, and
services.
PHASE 5
20) Preconstruction Conference
The Engineer shall attend the preconstruction conference.
21) Construction Survey
The Engineer shall be available to the City on matters concerning the layout of the project
during its construction and will set control points in the field to allow City survey crews to
stake the project. The setting of line and grade stakes and route inspection of construction
will be performed by the City.
22) Site Visits
The Engineer shall visit the project site at appropriate intervals as construction proceeds to
observe and report on the progress and the quality of the executed work.
ENGINEERING AGREEMENT
JANUARY 1,2005
Page 20 of 22
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.
ENGINEERING AGREEMENT
JANUARY 1,2005
1
Page 21 of 22
P
ENGINEERING AGREEMENT
JANUARY 1,2005
Page 22 of 22
EXHIBIT "A-1"
SUPPLEMENTAL SCOPE OF SERVICES
(SUPPLEMENT TO ATTACHMENT "A")
DESIGN SERVICES: WATER AND/OR SANITARY SEWER IMPROVEMENTS
The following is a clarification of the tasks that the ENGINEER will perform under ATTACHMENT
"A". Work under this attachment includes engineering services for water and/or sanitary sewer
improvements for the following:
YEAR THREE 2004 CAPITAL IMPROVEMENTS PROJECTS
MORRIS STREET(Crouch Ave. to East Dead End); SYDNEY STREET (E. Berry St. to Reed St.);
LOIS STREET (Sydney St. to East Dead End.); CHICKASAW STREET(Shackleford St.to
Miller Ave.); HATCHER STREET(Quail Ln.to Hardeman St.); JENNIFER COURT (Eastland
St.to Eastland St.); WHITEHALL STREET(Miller Ave.to Pate Dr.)
Contract No. 33
City Project No. 00272
SUMMARY OF IMPROVEMENTS
STREET COUNCIL Water Exist. Prop. Replacement Sewer Exist. Prop. Replacement
NAME DISTRICT Map No. Pipe Pipe Length Map No. Pipe Pipe Length
(In) (In) (LF) (In) (In) (LF)
NORRIS ST. W-2072- S-2072-
(Crouch Ave.to E. 5 380 6 8 700 380 6 8 700
Dead End)
SYDNEY ST. W-2066- S-2066-
(E.Berry St.to 380, 380,
W-2066- S-2066-
Reed St.) 5 12 12 1,250 6 8 1,072
376 376
LOIS ST.
(Sydney St.to E. 5 W-2066- 6 8 800 S-2066-380 6 8 289
Dead End) 380
CHICKASAW ST. W-2066- S-2066-
(Shaddeford St.to
Miller Ave.) 5 - 8 8 2,600 372'
W-2072- S-2072-
6 8 870
20
372 372
HATCHER ST. W-2072- S-2072-
(Quail Ln.to 5 376 6 8 700 376 6 8 397
Hardeman St.)
JENNIFER CT. W-2072- S-2072-
(Eastland St.to 5 376 N/A N/A 0 376 6 8 1,239
Eastland St.)
WHITEHALL ST. W-2072- S-2072-
(Miller Ave.to Pate 5 376 N/A N/A 0 376 6 8 683
Dr.)
TOTAL 6,050 5,250
Upon receipt of notice to proceed, the ENGINEER will perform the following tasks: a,
j,Uo �^.r.C11L'9 USuti�a i
�I
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PART A—PRE-ENGINEERING
1. Initial Data Collection
a. Pre-Design Coordination Meetings
ENGINEER will attend and document meetings, as required, to discuss and
coordinate various aspects of the project and to ensure that the project stays on
schedule. For purposes of establishing a level of comfort, two (2) meetings are
anticipated. These include the following:
One (1) pre-design kick-off meeting, (including the CITY's Department of
Engineering and other departments that are impacted by the project).
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; utilities, City Master plans, and 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 shall be applicable at all locations where it is necessary to relocate or
reroute the existing private sanitary sewer service line due to the abandonment or
realignment of the existing sanitary sewer lateral or main:
The CITY shall furnish the Engineer with a sample format of how the sewer service
line reroute/relocation should be designed and submitted for construction. During
design survey, if a 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
prior to advertising the project for bid. If the service flow line information cannot be
obtained during the 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 service line at the clean-out location of all buildings or
structures so that the Engineer's surveyor can determine the flow line of the sewer
service line. The Engineer shall use this information to provide the design for the
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sanitary sewer service line to be rerouted or relocated.
C. Coordination with Other Agencies
During the concept phase the ENGINEER shall coordinate with all utilities,
including utilities owned by the City, TxDOT and railroads. These entities shall also
be contacted if applicable, 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 limits. ENGINEER shall complete all forms
necessary for City to obtain permit letters from TxDOT and 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
a. The ENGINEER shall submit a project schedule after the design contract is fully
executed. The schedule shall be updated and submitted to the CITY along with
monthly progress reports as required under Attachment B of the contract.
PART B -CONSTRUCTION PLANS AND SPECIFICATIONS
1. Conceptual Engineering
i. Surveys for Design
a. ENGINEER will perform field surveys to collect horizontal and vertical
elevations and other information 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 sewers, rim/invert elevations, location of buried
utilities, structures, and other features relevant to the final plan sheets. For
sewer lines located in alleys or backyards, ENGINEER will obtain the
following:
Obtain permission for surveying through private property.
Locate horizontal and vertical alignment of utility lines. Tie improvements,
trees, fences, walls, etc. horizontally along rear lines in an approximately
50'wide strip. In addition, locate all rear house comers and building comers
in backyards.
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Profile existing water and/or sewer line centerline.
Compile base plan from survey field data at 1"=40' horizontal and 1" = 4'
vertical scale.
When conducting design survey at any location on the project, the
consultant or any of its sub-consultants shall cavy readily visible
information identifying the name of the company and the company
representative. All company vehicles shall also be readily identifiable.
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, 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 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 coordinates
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 comer of North
Side Drive and North Main Street).
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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 bench marks per plan/profile sheet.
5. Bearings given on all proposed centerlines, or baselines.
6. Station equations relating utilities to paving, when appropriate.
7. Obtain the "footprint" of all structures where the sanitary sewer
service line is to be relocated.
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. Conceptual Engineering Plan Submittal
a. Conceptual plans shall be submitted to City 4.5 days after Notice to
Proceed Letter is issued.
b. The ENGINEER shall perform conceptual design of the proposed
improvements and furnish four (4) copies of the concept engineering plans
which include layouts, preliminary right-of-way needs and cost estimates
for the ENGINEER's recommended plan. ENGINEER shall perform
remaining field surveys required for final design of selected route(s). The
ENGINEER shall also evaluate the phasing of the water, sanitary sewer,
street and drainage work, and shall submit such evaluation in writing to the
City as a part of the concept phase of the project. All design shall be in
conformance with Fort Worth Water Department policy and procedures for
processing water and sewer design. ENGINEER shall review the City's
water and sewer master plan, other pertinent design information and
provide a summary of findings pertaining to the proposed project.
2. Preliminary Engineering
Upon approval of Part B, Paragraph iii (b), ENGINEER will prepare preliminary
construction plans as follows:
a. Overall water and/or sanitary sewer layout sheets and an overall easement
layout sheet(s).
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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 hydrants, water service lines and meter
boxes, gate valves, 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 lines, 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
where pipelines are to be rehabilitated on the same line segment. Base
sheets shall reference affected or adjacent streets. Where open-cut and
trenchless technology construction is anticipated, below and above ground
utilities will be located and shown on the base sheets.
d. Existing utilities and utility easements will be shown on the plan and
profile sheets. ENGINEER will coordinate with utility companies and the
City of Fort Worth to determine if any future improvements are planned
that may impact the project.
e. The design for sewer service line reroute/relocation will be provided if the
flow line elevation of the sewer service can be determined from the
cleanout location. If this elevation cannot be determined during design
survey, the design shall be provided after award of the construction
contract as specified in Part A, Paragraph 1 b.
f. The ENGINEER shall make provisions for reconnecting all identifiable
water and/or wastewater service lines which connect directly to any main
being replaced, including replacement of existing service lines within City
right-of-way or utility easement. When the existing alignment of a water
and sanitary sewer main or lateral is changed, provisions will be made in
the final plans and/or specifications by the ENGINEER to relocate all
service lines which are connected to the existing main and connect said
service lines to the relocated main.
g. The ENGINEER will prepare standard and special detail sheets for water
line installation and sewer rehabilitation or replacement that are not
already included in the D-Section of the City's specifications. These may
include connection details between various parts of the project, tunneling
details, boring and jacking details, waterline relocations, details unique to
the construction of the project, trenchless details, and special service
lateral reconnections.
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h. Right-of-Way Research
The ENGINEER will conduct preliminary research for availability of
existing easements where open-cut construction or relocation of existing
alignments is probable. Temporary and permanent easements will be
appropriated based on available information and recommendations will
be made for approval by the City.
i. Right-of-way/Easement Preparation and Submittal
Preparation and submittal of right-of-way, easements and rights-of-entry
will be in conformance with "Submittal of Information to Real Property for
Acquisition of Property".
j. Utility Clearance Phase
The ENGINEER will consult with the City's Water Department,
Department of Engineering, and other CITY departments, public utilities,
private utilities and government agencies to determine the approximate
location of above and underground utilities, and other facilities that have
an impact or influence on the project.
ENGINEER will design City facilities to avoid or minimize conflicts with
existing utilities.
The ENGINEER shall deliver a minimum of 13 sets of approved
preliminary construction plans to the City's Utility Coordinator for
forwarding to all utility companies, which have facilities within the limits of
the project.
k. Preliminary Construction Plan Submittal
i. Preliminary construction plans and specifications shall be submitted
to CITY 2Q days after approval of Part B, Paragraph iii (b).
ii. The ENGINEER shall deliver two (2) sets of preliminary
construction plans and two (2) specifications to CITY for review.
Generally, plan sheets shall be organized as follows:
Cover Sheet
General Notes/Legend 4�,
Easement layout (if applicable) � "�
Abandonment
AII
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Plan & Profile Sheets
Standard Construction Details
Special Details (If applicable)
iii. The ENGINEER shall submit a preliminary estimate of probable
construction cost with the preliminary plans submitted. ENGINEER
shall assist City in selecting the feasible and/or economical
solutions to be pursued.
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 Engineering Plan Submittal
a. Final Construction Documents shall be submitted to CITY 3D 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.
C. Mylar Submittals
The ENGINEER shall submit a final set of mylar drawings for record storage as
follows:
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1. Water and sanitary sewer plans shall be submitted as one set of plans.
Water and sanitary sewer plans shall be separate from paving and
drainage plans. All sheets shall be standard size (22"x 34")with all project
numbers (Water/Sanitary Sewer and TPW) prominently displayed.
2. For projects where paving/grating/drainage improvements occur on a
Water Department funded project with no T&PW funding involved, a
separate set of mylars with cover sheet shall be submitted for TPW.
3. Signed plan sets shall also be submitted as an Adobe Acrobat PDF
format (version 6.0 or higher)file. There shall be one (1) PDF file for the
Water plan set and a separate PDF file for the TPW plan set. Each PDF
file shall contain all associated sheets of the particular plan set. Sipyulat
PDF flip--q for each sh _pt of a plan cat will not he arra ted_ PDF files
shall conform to naming conventions as follows:
L Water and Sewer file name example — 1'X-35667_org36.pdf"
where "X-35667' is the assigned file number obtained from the City
of Fort Worth, "—org" designating the file is of an original plan set,
1136" shall be the total number of sheets in this file.
Example: X-12755_orgl8.pdf
ii. TPW file name example — "W-1956—org47.pdf" where "W-1956"
is the assigned file number obtained from the City of Fort Worth,
"_org" designating the file is of an original plan set, "47" shall be
the total number of sheets in this file.
Example: W-0053 org3.pdf and K-0320 org5.pdf
Both PDF files shall be submitted on one (1) Compact Disk, which will
become property of and remain with the City of Fort Worth. Floedisks.
Ai do irks- a-mail flash madia will not he acre tad
4. For information on the proper manner to submit PDF files and to obtain a
file number for the project, contact the Department of Engineering Vault at
telephone number (817) 392-8426. File numbers will not be issued to a
project unless the DOE number and proper fund codes have been
assigned and are in the Department of Engineering database.
PART C -PRE-CONSTRUCTION ASSISTANCE
Administration
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a. Deliver Bid Documents
The ENGINEER will make available for bidding, upon request by the CITY, up to
fifty (50) sets of the final approved and dated plans and specifications and contract
documents for the 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.
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EXHIBIT "A-2"
SUPPLEMENTAL SCOPE OF SERVICES
(SUPPLEMENT TO ATTACHMENT "A")
DESIGN SERVICES: PAVING AND 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
storm drain improvements for the following:
YEAR THREE 2004 CAPITAL IMPROVEMENTS PROJECTS
NORRIS STREET (Crouch Ave. to East Dead End); SYDNEY STREET(E. Berry St. to Reed St.);
LOIS STREET(Sydney St. to East Dead End.); CHICKASAW STREET(Shackleford St. to Miller
Ave.); HATCHER STRFFT (Quail Ln. to Hardeman St.); JENNIFER COURT(Eastland St. to
Eastland St.); WHITEHALL STREET(Miller Ave. to Pate Dr.)
Contract No. 33
City Project No. 00272
SUMMARY OF IMPROVEMENTS
ALTERNATE A- 6" HMAC Pavement on 8" Stabilized Sub rade
PAVEMENT STORM DRAIN
6" 4'
STREET NAME COUNCIL 8"Lime 6"HMAC 7'Concrete Reinforced Reinforced
DISTRICT Stabilized Pavement Curb with Concrete Concrete 10'CURB
Subgrade 18"Gutter Driveway Sidewalk 21'RCP INLET
(SY) (SY) (LF) (SF) (SF) (LF) (EA)
NORRIS ST.
(Crouch Ave.to E. 5 2,367 1,972 1,420 3,300 0 0 0
Dead End)
SYDNEY ST.
(E.Berry St to 5 4,223 3,519 2,534 6,710 0 50 3
Reed St)
LOIS ST.
(Sydney St to E. 5 2,510 2,092 1,506 2,420 0 0 0
Dead End)
CHICKASAW ST.
(Shackleford St to 5 8,600 7,167 5,160 13,200 0 100 4
Miller Ave.)
HATCHER ST.
(Quail Ln.to 5 2,667 2,222 1,600 1,210 1,792 0 0
Hardeman St.)
JENNIFER CT.
(Eastland St to 5 4,173 3,478 2,504 875 10,016 0 0
Eastland St.)
WHITEHALL ST.
(Miller Ave.to Pate 5 2,500 2,083 1,500 4,455 6,000 0 2
Dr.)
TOTALS 27,040 22,533 16,224 32,170 17,808 150 9
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ALTERNATE B - 6" Reinforced Concrete Pavement On 6" Stabilized Sub rade
PAVEMENT STORM DRAIN
6" T 4'
STREET NAME COUNCIL 6"Lime Reinforced 7"Integral Reinforced Reinforced
DISTRICT Stabilized Concrete Concrete Concrete Concrete 10'CURB
Subgrade Pavement Curb Driveway Sidewalk 21'RCP INLET
(SY) (SY) (LF) (SF) (SF) (LF) (EA)
NORRIS ST.
(Crouch Ave.to E. 5 2,367 2,288 1,420 3,300 0 0 0
Dead End)
SYDNEY ST.
(E.Berry St.to 5 4,223 4,083 2,534 6,710 0 50 3
Reed St.)
LOIS ST.
(Sydney St.to E. 5 2,510 2,426 1,506 2,420 0 0 0
Dead End)
CHICKASAW ST.
(Shackleford St.to 5 8,600 8,313 5,160 13,200 0 100 4
Miller Ave.)
HATCHER ST.
(Quail Ln.to 5 2,667 2,578 1,600 1,210 1,792 0 0
Hardeman St.)
JENNIFER CT.
(Eastland St.to 5 4,173 4,034 2,504 875 10,016 0 0
Eastland St.)
WHITEHALL ST.
(Miller Ave.to Pate 5 2,500 2,417 1,500 4,455 6,000 0 2
Dr.)
TOTALS 27,040 26,139 16,224 32,170 17,808 150 9
Upon receipt of notice to proceed, the ENGINEER will perform the following tasks:
PART A-PRE-ENGINEERING
1. Initial Data Collection
a. Pre-Design Coordination Meetings
ENGINEER will attend and document meetings, as required, to discuss and
coordinate various aspects of the project and to ensure that the project stays on
schedule. For purposes of establishing a level of comfort, two (2) meetings are
anticipated. These include the following:
One (1) pre-design kick-off meeting, (including the CITY's Department of
Engineering and other departments that are impacted by the project).
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
HA2-2
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 files, existing applicable drainage studies and property ownership as
available from the Tax Assessor's office.
C. Coordination with Other Agencies
During the concept phase the ENGINEER shall coordinate with all utilities,
including utilities owned by the City, TxDOT and railroads. These entities shall also
be contacted if applicable, 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 limits. ENGINEER shall complete all forms
necessary for City to obtain permit letters from TxDOT and 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
a. The ENGINEER shall submit a project schedule after the design contract is fully
executed. The schedule shall be updated and submitted to the CITY along with
monthly progress reports as required under Attachment B of the contract.
PART B -CONSTRUCTION PLANS AND SPECIFICATIONS
1. Conceptual Engineering
I. Surveys for Design
a. ENGINEER will perform field surveys to collect horizontal and vertical
elevations and other information needed by ENGINEER in design and
preparation of plans for the project. Information gathered during the survey
shall include topographic data, elevations of all sanitary and adjacent storm
sewers, rim/invert elevations, location of buried utilities, structures, and
other features relevant to the final plan sheets. 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
EA2-3
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 2002), 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 coordinates
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 comer of North
Side Drive and North Main Street).
3. Coordinates on all P.C.'s, P.T.'s, P.I.'s, Manholes, Valves, etc., in
the same coordinate system, as the Control.
4. No less than two horizontal bench marks, per 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. L A
EA2-4 u . ��t- '.' 5Ur�:..
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 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"x34" 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; pTs 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 right-of-way lines shall be shown. Existing found
EA2-5
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 intersecting streets, (minimum distance of
100' along cross-street at each P.I.) walks, retaining walls, etc., will also be
provided. Profiles of centerline of driveways will also be provided where necessary.
Scale will be 1" = 10' horizontal and 1"= 2'vertical.
f. Street and intersection layouts.
g. Proposed plan/profile sheets will conform to City of Fort Worth construction legend.
Adequate horizontal and vertical control shall be provided on the plan sheets to
locate all proposed and existing facilities. Legal descriptions (Lot Nos., Block Nos.,
and Addition Names) along with property ownership shall be provided on the plan
view.
h. Furnish as a function of final plans, six (6) copies of the 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 limits. Scale will be 1" = 20' horizontal and 1" = 2' vertical with cross
sections plotted with stationing from the bottom of the sheet, and will include
laterals and inlets. CITY policy with regard to parking design shall be maintained.
Excavation and embankment volumes and end area computations shall also be
provided.
I. Right-of-Way Research
The ENGINEER will conduct preliminary research for availability of existing
easements where open-cut construction or relocation of existing alignments is
probable. Temporary and permanent easements will be appropriated based on
available information and recommendations will be made for approval by the City.
j. Right-of-way/Easement Preparation and Submittal
Preparation and submittal of right-of-way, easements and rights-of-entry will be in
conformance with "Submittal of Information to Real Property Division for
Acquisition of Properly'. "_ �-
8A2-6g
k. Utility Clearance Phase
The ENGINEER will consult with the City's Transportation and Public Works
Department, Water Department, Department of Engineering, and other CITY
departments, public utilities, private utilities and government agencies to
determine the approximate location of above and underground utilities, and other
facilities that have an impact or influence on the project. ENGINEER will design
City facilities to avoid or minimize conflicts with existing utilities.
The ENGINEER shall deliver a minimum of 13 sets of approved preliminary
construction plans to the City's Utility Coordinator for forwarding to all utility
companies,which have facilities within the limits of the project.
I. Preliminary Construction Plan Submittal
I. Preliminary construction plans and specifications shall be submitted to
CITY RQ days after approval of Part B, Paragraph iv
ii. The ENGINEER shall deliver two (2) sets of preliminary construction plans
and two (2) specifications to CITY for review. Generally, plan sheets shall
be organized as follows:
Cover Sheet
General Layout and Legend Sheet
Drainage Area Map and Computations
Plan & Profile Sheets
Standard Construction Details
Special Details (If applicable)
iii. The ENGINEER shall submit a preliminary estimate of probable
construction cost with the preliminary plans submitted. Engineer shall assist
City in selecting the feasible and or economical solutions to be pursued.
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 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
EA2-7
the affected customers.
3. Final Engineering Plan Submittal
a. Final Construction Documents shall be submitted to CITY aQ days after approval of
Part B, Paragraph 2 (b).
Following CITY approval of the recommended improvements, the ENGINEER shall
prepare final plans and specifications and contract documents to CITY (each
sheet shall be stamped, dated, and signed by the ENGINEER 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.
C. Mylar Submittals
The ENGINEER shall submit a final set of mylar drawings for record storage as
follows:
1. Street and storm drain plans shall be submitted as one set of plans. Street
and storm drain plans shall be separate from water and sanitary sewer
plans. All sheets shall be standard size (22"x 34") with all project numbers
(TPW and water/sanitary sewer) prominently displayed.
2. For projects where water/sanitary sewer improvements occur on a TPW
Department funded project with no Water funding involved, a separate set
of mylars with cover sheet shall be submitted for Water Department.
3. Signed plans sets shall also be submitted as an Adobe Acrobat PDF
format (version 6.0 or higher)file. There shall be one (1) PDF file for the
TPW plan set and a separate PDF file for the Water plan set. Each PDF
file shall contain all associated sheets of the particular plan set. $ingula�
PDF files for each sheet of a plan set will not ha aer-ppm. PDF files
shall conform to naming conventions as follows:
I. TPW file name example — "W-1956_org47.pdf" where "W-1956"
is the assigned file number obtained from the City of Fort Worth,
"_org" designating the file is of an original plan set, "47" shall be
the total number of sheets in this file.
EA2-8
Example: W-0053 org3.pdf and K-0320—org5.pdf
II. Water and Sewer file name example — 11X-35667_org36.pdf"
where "X-35667" is the assigned file number obtained from the City
of Fort Worth, "_org" designating the file is of an original plan set,
"36" shall be the total number of sheets in this file.
Example: X-12755 org18.pdf
Both PDF files shall be submitted on one (1) Compact Disk, which will
become property of and remain with the City of Fort Worth. Floppy disks;
up„��, a-mail flash media will not he accept
4. For information on the proper manner to submit PDF files and to obtain a
file number for the project, contact the Department of Engineering Vault at
telephone number (817) 392-8426. File numbers will not be issued to a
project unless the DOE number and proper fund codes have been
assigned and are in the Department of Engineering database.
PART C -PRE-CONSTRUCTION ASSISTANCE
Administration
a. Bid Documents Submittal
The ENGINEER will make available for bidding, upon request by the CITY, up to
fifty (50) sets of the final approved and dated plans and specifications and contract
documents for the projects to the CITY for distribution to potential bidders.
Proposal will be provided in electronic format.
b. Bidding Assistance
The ENGINEER shall assist the CITY during phase including preparation and
delivery of addenda to, responses to questions submitted to the DOE by
prospective bidders. Engineer shall attend the scheduled pre-bid conference.
The ENGINEER shall assist in reviewing the bids for completeness and accuracy.
The ENGINEER shall attend the project bid opening develop bid tabulations in
hard copy and electronic format and submit four (4) copies of the bid tabulation,
along with the contract documents within three (3)working days after bid opening.,
HA2-9
1
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.
EA2-10
ATTACHMENT "B"
COMPENSATION AND PAYMENT SCHEDULE
Engineering Design Services Associated With
Street Reconstruction,Water and Sanitary Sewer Replacements on:
Norris Street (Crouch Ave. to East Dead End); Sydney Street (E. Berry St. to Reed St.);
Lois Street (Sydney St. to East Dead End.); Chickasaw Street (Shackleford St. to
Miller Ave.); Hatcher Street (Quail Ln. to Hardeman St.); Jennifer Court (Eastland St.
to Eastland St.); Whitehall Street (Miller Ave. to Pate Dr.)
Contract No. 33
City Project No. 00272
1. Compensation
A. The Engineer shall be compensated a total lump sum fee of$221,908.05 as
summarized in Exhibit"B-3". Payment of total lump sum fee shall be considered full
compensation for the services described in Attachment"A" and Exhibits "A-1" and
"A-2"for all labor, materials, supplies and equipment necessary to complete the
project.
B. The Engineer shall be paid monthly as described in Exhibit"B-1", Section 1 — Method
of Payment.
Each invoice is to be verified as to its accuracy and compliance with the terms of this
contract by an officer of the Engineer.
II. Schedule
Final Plans and Contract Documents for bid advertisement shall be submitted within 215
calendar days after the "Notice to Proceed" letter is issued.
A. Conceptual Engineering Plans— 63 calendar days
B. Preliminary Engineering Plans and Contract Documents— 105 calendar days
C. Final Engineering Plans and Contract Documents—38 calendar days
D. Final Plans and Contract Documents for Bid Advertisement—9 calendar days
(Durations shown include review time)
B1
EXHIBIT "13-1"
(SUPPLEMENT TO ATTACHMENT B)
Engineering Design Services Associated With
Street Reconstruction,Water and Sanitary Sewer Replacements on:
Norris Street (Crouch Ave. to East Dead End); Sydney Street (E. Berry St. to Reed St.);
Lois Street (Sydney St. to East Dead End.); Chickasaw Street (Shackleford St. to
Miller Ave.); Hatcher Street (Quail Ln. to Hardeman St.); Jennifer Court (Eastland St.
to Eastland St.); Whitehall Street (Miller Ave. to Pate Dr.)
Contract No. 33
City Project No. 00272
I. Method of Payment
Partial payments shall be made to the Engineer monthly upon City's approval of an invoice
from the Engineer outlining the estimated current percent complete of the total project.
The aggregate of such monthly partial fee payments shall not exceed the following:
Until satisfactory completion of Exhibits "A-1" and "A-2", Conceptual Engineering Plan
submittal and approval by the City, a sum not to exceed 30 percent of the total lump sum
fee.
Until satisfactory completion of Exhibits "A-1" and "A-2", Preliminary Construction Plan
submittal and approval by the City, a sum not to exceed 60 percent of the total lump sum
fee, less previous payments.
Until satisfactory completion of Exhibits "A-1" and "A-2", Final Construction Plan submittal
and approval by the City, a sum not to exceed 90 percent of the total lump sum fee, less
previous payments.
The balance of fees, less previous payments, shall be payable after all of the pre-
construction meetings for the project have been conducted.
II. Progress Reports
A. The Engineer shall submit to the designated representative of the Director of the
Department of Engineering monthly progress reports covering all phases of design by
the 15t�' of every month in the format required by the City.
B. If the Engineer determines in the course of making design drawings and specifications
that the opinion of probable construction cost of$3,102,295.35 (as estimated in Exhibit
"134") will be exceeded, whether by change in the scope of the project, increased cost
or other conditions, the Engineer shall immediately report such fact to the City's Director
of the Department of Engineering and, if so instructed by the Director of the Department
of Engineering shall suspend all work hereunder.
� L
V
EXHIBIT "B-2"
(SUPPLEMENT TO ATTACHMENT B)
Engineering Design Services Associated With
Street Reconstruction, Water and Sanitary Sewer Replacements on:
Norris Street (Crouch Ave. to East Dead End); Sydney Street (E. Berry St. to Reed St.);
Lois Street (Sydney St. to East Dead End.); Chickasaw Street (Shackleford St. to
Miller Ave.); Hatcher Street (Quail Ln. to Hardeman St.); Jennifer Court (Eastland St.
to Eastland St.); Whitehall Street (Miller Ave. to Pate Dr.)
Contract No. 33
City Project No. 00272
Employee Classification Rate/Hour
Project Director $145
Project Manager $125
Project Engineer $105
CAD Designer $65
Draftsman $60
Clerical $50
Reimbursables Cost + 10%
B2-1
EXHIBIT "B-3A"
(SUPPLEMENT TO ATTACHMENT `B')
SUMMARY OF TOTAL PROJECT FEES
Engineering Design Services Associated With
Street Reconstruction, Water and Sanitary Sewer Replacements on:
Norris Street (Crouch Ave. to East Dead End); Sydney Street (E. Berry St. to Reed St.); Lois Street (Sydney
St. to East Dead End.); Chickasaw Street(Shackleford St. to Miller Ave.); Hatcher Street (Quail Ln. to
Hardeman St.); Jennifer Court (Eastland St. to Eastland St.); Whitehall Street (Miller Ave. to Pate Dr.)
Contract No. 33
City Project No. 00272
Consulting Firm Prime Responsibility Amount Percent
Prime Consultant
RJN Group, Inc. Engineering and Proj. Mgmt. $168,632.25 75.99%
M/WBE Consultants
Gorrondona &Assoc. Surveying Services $28,392.00 12.79%
LA Blueline Reproduction $6,683.80 3.01%
Stream Water Group Engineering and QA/QC $18,200.00 8.20%
$53,275.80 24.01%
Non M/WBE Consultants
None
Total for Professional Services $221,908.05 100.00%
Project Description Scope of Services Total Fee M/WBE Fee Percent
Engineering Services Water, Sewer, Paving $221,908.05 $53,275.80 24.01%
& Drainage
CITY'S M/WBE GOAL= 24%
EB-3A-1 11/1/2005
EXHIBIT "13-36"
(SUPPLEMENT TO ATTACHMENT `B')
PROFESSIONAL SERVICES FEE SUMMARY
Engineering Design Services Associated With
Street Reconstruction, Water and Sanitary Sewer Replacements on:
Norris Street (Crouch Ave. to East Dead End); Sydney Street (E. Berry St. to Reed St.); Lois Street
(Sydney St. to East Dead End.); Chickasaw Street(Shackleford St. to Miller Ave.); Hatcher Street
(Quail Ln. to Hardeman St.); Jennifer Court (Eastland St. to Eastland St.); Whitehall Street (Miller
Ave. to Pate Dr.)
Contract No. 33
City Project No. 00272
PART A-CONCEPTUAL DESIGN and PART B-PRELIMINARY PLANS AND SPECIFICATIONS
BASIC SERVICES:
Transportation and Public Works (Construction Cost X ASCE Curve"A')
Paving and Drainage:
Design Phase $1,650,809.60 X 6.55% X 85% _ $91,908.82
T&PW Basic Services Subtotal: $91,908.82
Water Department(Construction Cost X ASCE Curve "A")
Water Improvements:
Design Phase $603,779.63 X 6.55% X 85% _ $33,615.43
Water Basic Services Subtotal: $33,615.43
Sewer Improvements:
Design Phase $854,430.50 X 6.55% X 85% = $47,570.42
Sewer Basic Services Subtotal: $47,570.42
Water Department Basic Services Subtotal: $81,185.85
T&PW and Water: Basic Services Total $173,094.67
ADDITIONAL SERVICES:
Transportation and Public Works
Topographic Surveying Services (By M/WBE) $15,144.29
Erosion Control Plans and SWPPP $2,123.90
Meetings and Reports $530.97
Printing and Reproduction (By M/WBE) $4,851.10
Bidding and Construction Assistance $2,511.51
Administrative Fee (10%) on Subconsultants $2,265.03
Additional Services Subtotal= $27,426.80
Water Department SEWER WATER
Topographic Surveying Services (By M/WBE) $7,836.19 $5,411.52
Erosion Control Plans and SWPPP $1,099.29 $776.81
Meetings and Reports $274.82 $194.20
Printing and Reproduction (By M/WBE) $862.21 $970.49
Bidding and Construction Assistance $1,299.91 $918.58
Administrative Fee (10%) on Subconsultants $1,007.25 $735.30
Additional Services Subtotal = $12,379.68 $9,006.90
T&PW and Water: Additional Services Total $48,813.38
TOTAL CONTRACT AMOUNT $221;908.05
EB-36-1 11/1/2005
EXHIBIT "13-313"
(SUPPLEMENT TO ATTACHMENT `B')
PROFESSIONAL SERVICES FEE SUMMARY
Engineering Design Services Associated With
Street Reconstruction, Water and Sanitary Sewer Replacements on:
Norris Street (Crouch Ave. to East Dead End); Sydney Street(E. Berry St. to Reed St.); Lois Street
(Sydney St. to East Dead End.); Chickasaw Street(Shackleford St. to Miller Ave.); Hatcher Street
(Quail Ln. to Hardeman St.); Jennifer Court(Eastland St. to Eastland St.); Whitehall Street(Miller
Ave. to Pate Dr.)
SUMMARY OF TOTAL FEE AND BREAKDOWN OF DESIGN FEE (LESS SURVEY FEE)
A. SUMMARY OF TOTAL FEE
Service Description Water Sewer Paving Total
Engineering Design $33,615.43 $47,570.42 $91,908.82 $173,094.67
Additional Services $3,595.38 $4,543.49 $12,282.51 $20,421.38
Surveying Services $5,411.52 $7,836.19 $15,144.29 $28,392.00
Total $42,622.33 $59,950.10 $119,335.63 $221,908.05
B. BREAKDOWN OF WATER, SEWER AND PAVING FEES (LESS SURVEY FEES)
1 Total Water Fee (less survey fee) Breakdown by Concept. Preliminary and Final Design
a. Concept(30%)= (Total Water Fee-Water Survey Fee)x(0.30) _ $11,163.24
b. Preliminary(60%)= (Total Water Fee-Water Survey Fee)x(0.60) _ $22,326.49
C. Final (10%)= (Total Water Fee-Water Survey Fee)x(0.10) - $3,721.08
$37,210.81
2. Total Sewer Fee (less survey fee) Breakdown by Concept, Preliminary and Final Design
a. Concept(30%) = (Total Water Fee-Water Survey Fee)x(0.30) = $15,634.17
b. Preliminary(60%)= (Total Water Fee-Water Survey Fee)x(0.60) = $31,268.35
C. Final (10%)= (Total Water Fee-Water Survey Fee)x(0.10) _ $5,211.39
$52,113.91
3. Total Paving Fee (less survey fee) Breakdown by Concept, Preliminary and Final Design
a. Concept(30%) = (Total Water Fee-Water Survey Fee)x(0.30) = $31,257.40
b. Preliminary(60%)= (Total Water Fee-Water Survey Fee)x(0.60) = $62,514.80
C. Final (10%) = (Total Water Fee-Water Survey Fee)x(0.10) = $10,419.13
$104,191.33
Total Fee (less survey fee)= $193,516.05
E13-313-2 11/16/2005
EXHIBIT "B-3C"
(SUPPLEMENT TO ATTACHMENT `B')
FEES FOR SURVEYING SERVICES
Engineering Design Services Associated With
Street Reconstruction, Water and Sanitary Sewer Replacements on:
Norris Street(Crouch Ave. to East Dead End); Sydney Street (E. Berry St. to Reed St.); Lois Street
(Sydney St. to East Dead End.); Chickasaw Street (Shackleford St. to Miller Ave.); Hatcher Street (Quail
Ln. to Hardeman St.); Jennifer Court (Eastland St. to Eastland St.); Whitehall Street(Miller Ave. to Pate
Dr.)
Contract No. 33
City Project No. 00272
SURVEY SERVICES
Total Anticipated Pavement Replacement Length = 8,112 L.F.
Topographic Survey Services for Pavement at$3.50 per LF
8,112 LF x$3.50 = $28,392.00 (Paving, Sewer&Water in Streets)
53.34%of Design Fee alotted to Paving $15,144.29 (53.34% of Pav't Survey Fee)
19.06% of Design Fee alotted to Water $5,411.52 (19.06%of Pav't Survey Fee)
27.60% of Design Fee alotted to Sewer $7,836.19 (27.60%of Pav't Survey Fee)
Surveying Services for PAVING = $15,144.29
Surveying Services for WATER = $5,411.52
Surveying Services for SEWER = $7,836.19
T&PW and Water Department: Total for Surveying Services $28,392.00
EB-3C-1 11/1/2005
EXHIBIT "13-313"
(SUPPLEMENT TO ATTACHMENT `B')
FEE FOR REPRODUCTION SERVICES
Engineering Design Services Associated With
Street Reconstruction, Water and Sanitary Sewer Replacements on:
Norris Street (Crouch Ave. to East Dead End); Sydney Street (E. Berry St. to Reed St.); Lois Street
(Sydney St. to East Dead End.); Chickasaw Street (Shackleford St. to Miller Ave.); Hatcher Street
(Quail Ln. to Hardeman St.); Jennifer Court (Eastland St. to Eastland St.); Whitehall Street (Miller Ave.
to Pate Dr.)
Contract No. 33
City Project No. 00272
Transportation & Public Works and Water Department:
Conceptual Design Report
4 Sets of Report $0.10/Pg x 50 Pg/Report x 4 = $20.00
Preliminary and Utility Clearance Plans
16 Sets of Construction Plans $0.90/Sht x 62 Sht/Plan x 20 = $1,116.00
2 Sets of Specifications $0.10/Pg x 300 Pg/Spec x 2 = $60.00
Cross Sections $0.90/Sht x 46 Sht/Set x 2 = $82.80
Final Plans
2 Sets of Construction Plans $0.90/Sht x 62 Sht/Plan x 5 = $111.60
2 Sets of Specifications $0.10/Pg x 300 Pg/Spec x 5 = $60.00
Final Cross Sections
6 Sets of Documents $0.90/Sht x 46 Sht/Set x 6 = $248.40
Bid Documents
50 Sets of Construction Plans $0.90/Sht x 62 Sht/Plan x 50 = $2,790.00
50 Sets of Specifications $0.10/Pg x 300 Pg/Spec x 50 = $1,500.00
Exhibits for Public Meetings
2 Drawings (Mounted) $25.00/Board x 2 = $50.00
SWPPP
6 Sets of Plans $0.90/Sht x 7 Sht/Set x 10 = $63.00
6 SWPPP Books $0.10/Pg x 150 Sht/Book x 10 = $150.00
Final Mylars for Record Purposes
1 Set of Plans $4.00/Sht x 62 Sht/Plan x 1 = $248.00
1 Set of Cross Sections $4.00/Sht x 46 Sht/Set x 1 = $184.00
$6,683.80
BREAKDOWN OF REPRODUCTION FEES FOR WATER, SEWERYAVING AND DRAINAGE
Estimated Number of Water Plan Sheets = 9 (14.52% of Fee) Fee = $970.49
Estimated Number of Sewer Plan Sheets = 8 (12.90% of Fee) Fee = $862.21
Estimated Number of Paving and Drainage Plan Sheets= 51 (72.58% of Fee) ee, �r4 8851.10
TOTAL REPRODUCTION F r ' $F 653.80
EB-3D-1
EXHIBIT "B-3E"
(SUPPLEMENT TO ATTACHMENT `B')
ADDITIONAL SERVICES
Engineering Design Services Associated With
Street Reconstruction, Water and Sanitary Sewer Replacements on:
Norris Street (Crouch Ave. to East Dead End); Sydney Street (E. Berry St. to Reed St.); Lois Street (Sydney
St. to East Dead End.); Chickasaw Street (Shackleford St. to Miller Ave.); Hatcher Street (Quail Ln. to
Hardeman St.); Jennifer Court (Eastland St. to Eastland St.); Whitehall Street (Miller Ave. to Pate Dr.)
Contract No. 33
City Project No. 00272
Additional Services:
Transportation and Public Works and Water Department:
TOTAL T&PW WATER SEWER
Prepare SWPPP w/NOI and NOT(7 Locations) _ $4,000 $2,123.90 $776.81 $1,099.29
Bidding and Construction Phase Services $4,730 $2,511.51 $918.58 $1,299.91
Attend Pre-Bid Meeting
Review and Tabulate Bids
Attend Pre-Construction Meeting
Attend Final Inspection
Attend Public/Neighborhood Meetings (2 Anticipated)= $1,0001 $530.97 $194.20 $274.82
Total for Additional Services= $9,730 $5,166.381 1,889.59 $2,674.03
EB-3E-1 11/1/2005
EXHIBIT "134"
SUMMARY OF OPINION OF PROBABLE CONSTRUCTION COST
Asphalt Pavement
YEAR THREE 2004 CAPITAL IMPROVEMENTS PROJECTS
Contract No. 33
City Project No. 00272
A: Norris Street(Crouch St.to E Dead End) (710 LF Project Length)
1 Paving $111,605.67 36.30%
2 Drainage $0.00 0.00%
3 Water $77,352.00 25.16%
4 Sewer $118,519.50 38.55%
Subtotal $307,477.17 100.00%
B: Sydney Street(E Berry St.to Reed St.) (1,267 LF Project Length)
1 Paving $203,401.88 38.49%
2 Drainage $15,620.00 2.96%
3 Water $154,660.63 29.27%
4 Sewer $154,713.90 29.28%
Subtotal $528,396.41 100.00%
C: Lois Street(Sydney St.to E Dead End) (753 LF Project Lenth)
1 Paving $111,895.85 54.50%
2 Drainage $0.00 0.00%
3 Water $52,272.00 25.46%
4 Sewer $41,133.68 20.04%
Subtotal $205,301.53 100.00%
D: Chickasaw Avenue(Shackleford St.to Miller Ave.) (2,580 LF Project Length)
1 Paving $415,975.45 47.86%
2 Drainage $28,050.00 3.23%
3 Water $260,755.00 30.00%
4 Sewer $164,293.25 18.90%
Subtotal $869,073.70 100.00%
E: Hatcher Street(Quail LN.to Hardeman St.) (800 LF Project Length)
1 Paving $120,238.47 52.19%
2 Drainage $0.00 0.00%
3 Water $58,740.00 25.50%
4 Sewer $51,389.53 22.31%
Subtotal $230,368.00 100.00%
F: Jennifer Court(Eastland St.to Eastland St.) (1,252 LF Project Length)
1 Paving $214,005.33 51.80%
2 Drainage $0.00 0.00%
3 Water $0.00 0.00%
4 Sewer $199,134.93 48.20%
Subtotal $413,140.26 100.00%
G. Whitehall Street(Miller Ave.to Pate St.) (750 LF Project Length)
1 Paving $164,663.40 55.44%
2 Drainage $7,095.00 2.39%
3 Water $0.00 0.00%
4 Sewer $125,245.73 42.17%
Subtotal $297,004.13 100.00%
PROJECT TOTALS (8,112 LF TOTAL LENGTH)
1 Paving $1,341,786.05 47.07%
2 Drainage $50,765.00 1.78%
3 Water $603,779.63 21.18%
4 Sewer $854,430.50 29.97%
OVERALL PROJECT TOTAL 2,850,761.18 100.00%
ESTIMATED COST PER 14'WIDE LANE-MILE
Assume 28'Face-Face of Curb
28'Width/14' Lane*8112 Total Length)/5280 FT/Mi 3.07 Lane-Miles 14'Wide)
Total Paving Cost per Lane-Mile as h. pavement) =($1,341,786.05/ $437,063.86
EB-4-1 11/1/2005
EXHIBIT "B-4"
SUMMARY OF OPINION OF PROBABLE CONSTRUCTION COST
Concrete Pavement
YEAR THREE 2004 CAPITAL IMPROVEMENTS PROJECTS
Contract No. 33
City Project No.00272
A: Norris Street(Crouch St.to E Dead End) (710 LF Project Length)
1 Paving $133,812.80 40.59%
2 Drainage $0.00 0.00%
3 Water $77,352.00 23.46%
4 Sewer $118,519.50 35.95%
Subtotal $329,684.30 100.00%
B: Sydney Street(E Berry St.to Reed St.) (1,267 LF Project Length)
1 Paving $245,004.10 42.98%
2 Drainage $15,620.00 2.74%
3 Water $154,660.63 27.13%
4 Sewer $154,713.90 27.14%
Subtotal $569,998.63 100.00%
C: Lois Street(Sydney St.to E Dead End) (753 LF Project Lenth)
1 Paving $130,554.05 58.29%
2 Drainage $0.00 0.00%
3 Water $52,272.00 23.34%
4 Sewer $41,133.68 18.37%
Subtotal $223,959.73 100.00%
D: Chickasaw Avenue(Shackleford St.to Miller Ave.) (2,580 LF Project Length)
1 Paving $500,778.30 52.50%
2 Drainage $28,050.00 2.94%
3 Water $260,755.00 27.34%
4 Sewer $164,293.25 17.22%
Subtotal $953,876.55 100.00%
E: Hatcher Street(Quail LN.to Hardeman St.) (800 LF Project Length)
1 Paving $142,326.80 56.38%
2 Drainage $0.00 0.00%
3 Water $58,740.00 23.27%
4 Sewer $51,389.53 20.36%
Subtotal $252,456.33 100.00%
F: Jennifer Court(Eastland St.to Eastland St.) (1,252 LF Project Length)
1 Paving $256,745.50 56.32%
2 Drainage $0.00 0.00%
3 Water $0.00 0.00%
4 Sewer $199,134.93 43.68%
Subtotal $455,880.43 100.00%
G. Whitehall Street(Miller Ave.to Pate St.) (750 LF Project Length)
1 Paving $190,823.05 59.05%
2 Drainage $7,095.00 2.20%
3 Water $0.00 0.00%
4 Sewer $125,245.73 38.76%
Subtotal $323,163.78 100.00%
PROJECT TOTALS (8,112 LF TOTAL LENGTH)
1 Paving $1,600,044.60 51.46%
2 Drainage $50,765.00 1.63%
3 Water $603,779.63 19.42%
4 Sewer $854,430.50 27.48%
OVERALL PROJECT TOTAL $3,109,019.73 100.00%
ESTIMATED COST PER 14'WIDE LANE-MILE -
Assume 28' Face-Face of Curb
28'Width/14'Lane*8112 Total Length)/5280 FT/Mile= 3.07 Lane-Miles 14'Wide)
Total Paving Cost per Lane-Mile conc. pavement)=($1,600,044.60/.' $521,187.17 ��
EB-4-2 11/1/2005
EXHIBIT"134"
CITY OF FORT WORTH, 2004 CIP -Norris Street(Crouch St.to E Dead End)
Engineer's Opinion of Probable Construction Cost
ASPHALT PAVEMENT ENGINEER'S ESTIMATE
Item Unit
No. I Desai tion of Items Q Unit Price Total
UNIT 1 -WATER LINE REPLACEMENT
1 I Furnish and Install 8"PVC C900 CL 200 Water Line 700 LF $29.00 $20,300.00
2 Furnish and Install 12"PVC C900 CL 200 Water Line 0 LF $40.00 $0.00
3 Fumish and Install 6"MJ Gate Valve Box and Lid 1 EA $675.00 $675.00
4 Fumish and Install 8"MJ Gate Valve Box and Lid 0 1 EA $1,000.00 1 $0.00
5 Furnish and Install 12"MJ Gate Valve Box and Lid 0 EA $1,500.00 $0.00
6 Furnish and Install Ductile Iron Fittings 1 TON $3,500.00 $3,500.00
7 Connect to Existing 6"Water Line Includes Solid Sleeve 1 EA $455.00 $455.00
8 Connect to Existing 8"Water Line Includes Solid Sleeve 0 EA $530.00 $0.00
9 Connect to Existing 12"Water Line Includes Solid Sleeve 0 EA $715.00 $0.00
10 1"Water Service Tap to Main 22 EA $150.00 $3,300.00
11 2"Water Service Tap to Main 0 1 EA $405.00 $0.00
12 Fumish and Install 3/4"Copper Service Line on Private Property 110 LF $11.50 $1,265.00
13 Install 1"Water Service Main to Meter Short10 EA $255.00 $2,550.00
14 Install 1"Water Service Main to Meter Lon 10 EA $500.00 $5 000.00
15 Install 2"Water ServiceMain to Meter Short 0 EA $650.00 $0.00
16 Install 2"Water ServiceMain to Meter Lon 0 EA $850.00 $0.00
17 Install 1"Assesment Service Short1 EA $315.00 $315.00
18 Install 1"Assesment Service Lon 1 1 EA $540.00 1 $540.00
19 Fumish and Install Class A Meter Box 22 EAM$7200.00001
$2.200.00
20 Furnish and Install Class C Meter Box 0 EA $0.00
21 Relocate ExistingService Meter and Box 2 EA $350.00
22 Remove and Salvage ExistingFire H 'drant 1 EA $200.00
23 Fumish and Install Standard Fire Hydrant,3'-6"Bu Depth 1 EA $11,850.00
24 Fumish and Install Fire Hydrant Barrel Extension 1 EA $20.00
25 Temporary As halt Pavement Repair 2"Hotmix on 6"FlexBase 1015 LF $20,300.00
26 1 Permanent Asphalt Pavement Repair Per Figure 2000-1 0 LF $45.00 $0.00
27 Permanent Concrerte Pavement Repair Per Figure 2000-2 0 LF $65.00 $0.00
28 Furnish and Install Temporary 2"Water Service 0.25 LS $30,000.00 $7,500.00
SUBTOTAL WATER LINE REPLACEMENTI 1 $70,320.00
10%CONTINGENCY1 1 $7,032.00
TOTAL WATER LINE REPLACEMENT I 1 1 $77,352.00
._ APV7,. ,..� �'�' ,,. ��n.`�` •L`�,.�,,��,. '.. :: ���,� <�s�': �'t# �-�:h�,rte,, u�>�.
UNIT 1 -SEWER LINE REPLACEMENT
1 Furnish and Install 8"PVC SDR 35 Sanitary Sewer Pie All Depths) 700 LF $45.00 $31,500.00
2 Fumish and Install 8"PVC Pressure Pie SDR 26 0 LF $48.00 $0.00
3 Fumish and Install 4"PVC Sanitary Sewer Service Line in Public ROW 550 LF $37.50 $20,625.00
4 Fumish and Install 4"PVC Schedule 40 Sanitary Sewer Service Line on Private 110 LF $41.50 $4,565.00
5 4"Sanitary Sewer Service Connection to Sewer Main 22 EA $425.00 $9,350.00
6 Fumish and Install 2-Way Cleanout at Property Line 22 EA $325.00 $7,150.00
7 Fumish and Install Standard 48"Diameter Manhole 0'-6-Dee 2 EA $3,800.00 $7,600.00
8 Fumish and Install Standard 48"Diameter Manhole Extra Depth Over 6'Dee 4 VF $175.00 $700.00
9 Furnish and Install Gasketed Watertight Manhole Insert 2 EA $65.00 $130.00
10 Perform Vacuum Test for New Sanitary Sewer Manhole 2 EA $150.00 $300.00
11 Construct Concrete Collar 2 EA $450.00 $900.00
12 Temporary Asphalt Pavement Repair 2"HMAC on 6"Flexbase 1116 LF $20.00 $22,320.00
13 Block Sodding Match Existing Sod Type) 66 1 SY $5.00 $330.00
14 1 Perform Post Rehabilitation Television Inspection 700 LF $1.50 $1,050.00
15 1 Fumish and Install Trench Safety Systems for Trenches over 5'Dee 700 1 LF $1.75 1 $1 225.00
SUBTOTAL SEWER LINE REPLACEMENTI I I T77W,745.00
10%CONTINGENCY1 I 1 1 $10,774.50
TOTAL SEWER LINE REPLACEMENT $118,519.50
TOTAL UNIT 1 -WATER AND SEWER LINE REPLACEMENTI $195,871.50
EB-4-3 11nrz005
EXHIBIT"134"
CITY OF FORT WORTH, 2004 CIP -Norris Street(Crouch St.to E Dead End)
Engineer's Opinion of Probable Construction Cost
ASPHALT PAVEMENT ENGINEER'S ESTIMATE
Item Unit
No. Description of Items Q Unit Price Total
UNIT 2-PAVING AND DRAINAGE BASE BID
1 1 Project Designation Sin 2 EA $300.00 $600.00
2 Borrow Excavation(Compacted in Place 20 Cy $12.00 $240.00
3 Remove Existing Concrete Driveways,Sidewalks etc. 3300 SY $3.00 $9,900.00
4 Remove Existing Concrete Curb and Gutter 1356 LF $1.00 $1,356,00
5 Remove Existing 6"Concrete Pavement 0 SY $9.00 $0.00
6 6"Reinforced Concrete Driveway Pavement 3300 SF $5.00 $16,500.00
7 4"Reinforced Concrete Sidewalk and Leadwalk 0 SF $3.00 $0.00
8 Construct Handicap Ram -Type 1 0 EA $300.00 $0.00
9 Construct Handicap Ram -Type 3 0 EA $300.00 $0.00
10 6"Asphalt Trabnsition Type"D" 0 1 SY $29.00 $0.00
11 4"Topsoil 33 Cy $12.50 $412.50
12 Water Valve Ad'ustment to Proposed Grade 2 EA $300.00 $600.00
13 Manhole Adjustment to Proposed Grade 2 EA $350.00 $700.00
14 lWater Meter Box Ad'ustment to Proposed Grade 22 EA $35.00 $770.00
15 1 Utility Ad'ustments 0.09 LS $15,000.00 $1,350.00
16 1 Erosion Control and Protection SWPPP 0.09 LS $5,000.001 $450.00
SUBTOTAL PAVING BASE BID $32,878.50
ALTERNATE A-ASPHALT PAVEMENT
Al Unclassified Street Excavation 120 CY $12.00 $1,440.00
A2 8"Lime Stabilized Sub rade 40#per SY 2367 SY $2.60 $6,154.20
A3 Lime for Sub rade Stabilization 47.5 TON $110.00 $5,225.00
A4 6"HMAC Pavement 1972 SY $18.50 $36,482.00
A5 7"Concrete Curb with 18"Gutter 1420 LF $12.00 $17,040. 0
A6 7"Inte ral Concrete Curb 1 20 1 LF $2.00 $40.00
A7 IConcrete Pavement Header 1 0 LF $12.001 $0.00
A8 7"Reinforced Concrete Valle Gutter 1 44 SY $50.001 $2.200.00
SUBTOTAL PAVING ALTERNATE A $68,581.20
TOTAL PAVING ALTERNATE Al $101,459.70
10%CONTINGENCY1 I 1 1 $10,145.97
TOTAL UNIT 2-PAVING ALTERNATE Al111,605.67
UNIT 2-DRAINAGE
1 21"RCP(Type III for Storm Drain 0 LF $63.00 $0.00
2 Remove Existing 5'Inlet 0 EA $500.00 $0.00
3 Remove Existing 10'Inlet 0 EA $750.00 $0.00
4 Remove Existing 20'Inlet 0 EA $1,000.00 $0.00
5 Construct Standard 10'Inlet 0 EA $2,600.00 $0.00
6 Construct Standard 20'Inlet 0 1 EA $5,500.00 1 $0.00
7 Construct Standard Storm Drain Manhole Type 1 0 EA $5,000.00 $0.00
8 Connect to Existing Storm Drain Pie 0 EA $450.00 $0.00
9 Trench Excavation and Backfill for Storm Drain 0 LF $10.00 $0.00
10 Trench Safety Protection for Storm Drain 0 LF $1.00 $0.00
SUBTOTAL DRAINAGE1 I I F $0.00
10%CONTINGENCY1 I 1 $0.00
TOTAL UNIT 2-DRAINAGE $0.00
TOTAL UNIT 2- PAVING AND DRAINAGE1 $111,605.67
ALTERNATE A PROJECT TOTALI $307,477.17
SUMMARY:
WATER COST $77,352.00
SEWER COST $118,519.50
UNIT 1 TOTAL $195,871.50
PAVING SUBTOTAL $111,605.67
DRAINAGE SUBTOTAL $0.00
UNIT 2 TOTAL $111,605.67
TOTAL PROJECT COST $307,477.17
EB-4-4 1111/2005
I EXHIBIT"134"
CITY OF FORT WORTH, 2004 CIP - Norris Street(Crouch St.to E Dead End)
Engineer's Opinion of Probable Construction Cost
CONCRETE PAVEMENT ENGINEER'S ESTIMATE
Item Unit
No. Description of Items Qtv Unit Price Total
UNIT 1 -WATER LINE REPLACEMENT
1 Furnish and Install 8"PVC C900 CL 200 Water Line 700 LF $29.00 $20,300.00
2 Furnish and Install 12"PVC C900 CL 200 Water Line 0 LF $40.00 $0.00
3 Furnish and Install 6"MJ Gate Valve Box and Lid 1 EA $675.00 $675.00
4 Furnish and Install 8"MJ Gate Valve Box and Lid 0 EA $1,000.00 $0.00
5 Furnish and Install 12"MJ Gate Valve Box and Lid 0 EA $1,500.00 $0.00
6 Furnish and Install Ductile Iron Fittings 1 TON $3,500.00 $3,50000
7 Connect to Existing 6"Water Line Includes Solid Sleeve 1 EA $455.00 $455.00
8 Connect to Existing 8"Water Line Includes Solid Sleeve 0 EA $530.00 $0.00
9 Connect to Existing 12"Water Line Includes Solid Sleeve 0 EA $715.00 $0.00
10 1"Water Service Tap to Main 22 EA $150.00 1 $3,300.00
11 2"Water Service Tap to Main 0 EA $405.00 $0.00
12 Furnish and Install 3/4"Copper Service Line on Private Property 110 LF $11.50 $1,265.00
13 Install 1"Water Service Main to Meter Short10 EA $255.00 $2,550.60
14 Install 1"Water Service Main to Meter Lon 10 EA $500.00 $5,000.00
15 Install 2"Water Service Main to Meter Short0 1 EA $650.00 $0.00
16 Install 2"Water Service Main to Meter Lon 0 EA $850.00 $0.00
17 Install 1"Assesment Service Short1 EA $315.00 $315.00
18 Install 1"Assesment Service Lon 1 EA $540.00 $540.00
19 Furnish and Install Class A Meter Box 22 EA $100.00 $2,200.00
20 Furnish and Install Class C Meter Box 0 EA $110.00 $0.00
21 Relocate Existing Service Meter and Box 2 EA $175.00 $350.00
22 Remove and Salvage Existing Fire Hydrant 1 1 EA $200.00 $200.00
23 Furnish and Install Standard Fire Hydrant,3'-6"Bury Depth 1 EA $1,850.00 $1,850.00
24 Furnish and Install Fire H drant Barrel Extension 1 EA $20.00 $20.00
25 Temr)orary As halt Pavement Repair 2"Hotmix on 6"FlexBase 1015 LF $20.00 $20,300.00
26 Permanent Asphalt Pavement Repair Per Figure 2000-1 0 LF $45.00 $0.00
27 Permanent Concrerte Pavement Repair Per Figure 2000-2 0 LF $65.00 $0.00
28 Furnish and Install Temporary 2"Water Service 0.25 LS $30,000.00 $7,500.00
SUBTOTAL WATER LINE REPLACEMENT 1 1 $70,320.00
10%CONTINGENCY $7,032.00
TOTAL WATER LINE REPLACEMENT $77,352.00
UNIT 1 -SEWER LINE REPLACEMENT
1 Furnish and Install 8"PVC SDR 35 Sanitary Sewer Pie All Depths) 700 LF $45.00 $31,50000
2 Furnish and Install 8"PVC Pressure Pie SDR 26 0 LF $48.00 $0.00
3 Furnish and Install 4"PVC Sanitary Sewer Service Line in Public ROW 550 LF $37.50 $20,625.00
4 Furnish and Install 4"PVC Schedule 40 Sanitary Sewer Service Line on Private P 110 LF $41.50 $4,565.00
5 4"Sanitary Sewer Service Connection to Sewer Main 22 EA $425.00 $9,350.00
6 Furnish and Install 2-Way Cleanout at Property Line 22 EA $325.00 $7,150.00
7 Furnish and Install Standard 48"Diameter Manhole 0'-6-Dee 2 1 EA $3,800.00 $7,600.00
8 1 Furnish and Install Standard 48"Diameter Manhole Extra Depth Over 6'Dee 4 VF $175.00 $700.00
9 Furnish and Install Gasketed Watertight Manhole Insert 2 EA $65.00 $130.00
10 Perform Vacuum Test for New Sanitary Sewer Manhole 2 EA $150.00 $300.00
11 Construct Concrete Collar 2 EA $450.00 $900.00
12 Temporary Asphalt Pavement Repair 2"HMAC on 6"Flexbase 1116 LF $20.00 $22,320.00
13 Block Sodding Match Existing Sod Type) 66 SY $5.00 $330.00
14 Perform Post Rehabilitation Television Inspection 700 LF 1 $1.50 $1,050.00
15 1 Furnish and Install Trench Safety Systems for Trenches over 5'Dee 700 LF 1 $1.75 $1 225.00
SUBTOTAL SEWER LINE REPLACEMENT1 1 $107,745.00
10%CONTINGENCY1 T 1 $10,774.50
TOTAL SEWER LINE REPLACEMENT1 $118,519.50
TOTAL UNIT 1 -WATER AND SEWER LINE REPLACEMENT1 $195,871.50
EB-4-5 11/112005
EXHIBIT"134"
CITY OF FORT WORTH,2004 CIP -Norris Street(Crouch St.to E Dead End)
Engineer's Opinion of Probable Construction Cost
CONCRETE PAVEMENT ENGINEER'S ESTIMATE
Item Unit
No. I Description of Items Qty Unit Price Total
UNIT 2-PAVING AND DRAINAGE BASE BID
1 Project Desi nation Sin 2 EA $300.00 $600.00
2 Borrow Excavation(Compacted in Place 20 Cy $12.00 $240.00
3 Remove Existing Concrete Driveways,Sidewalks etc. 3300 SY $3.00 $9,900.00
4 Remove Existing Concrete Curb and Gutter 1356 LF $1.00 $1,356.00
5 Remove Existing 6"Concrete Pavement 0 SY $9.00 $0.00
6 6"Reinforced Concrete Driveway Pavement 3300 SF $5.00 $16,500.00
7 4"Reinforced Concrete Sidewalk and Leadwalk 0 SF $3.00 $0.00
8 Construct Handicap Ram -Type 1 0 EA $300.00 $0.00
9 Construct Handicap Ram -Type 3 0 EA $300.00 $0.00
10 6"Asphalt Trabnsition Type"D" 0 1 SY $29.00 1 $0.00
11 4"Topsoil 33 Cy $12.50 $412.50
12 Water Valve Adjustment to Proposed Grade 2 EA $300.00 $600.00
13 Manhole Adjustment to Proposed Grade 2 EA $350.00 $700.00
14 Water Meter Box Adjustment to Proposed Grade 22 EA $35.00 $770.00
15 Utility Adjustments 0.09 LS $15000.00 $1,350.00
16 Erosion Control and Protection SWPPP 0.09 LS $5,000.00 $450.00
SUBTOTAL PAVING BASE BID $32,878.50
ALTERNATE B-CONCRETE PAVEMENT
61 Unclassified Street Excavation 360 CY $12.00 $4,320.00
B2 6"Lime Stabilized Sub rade 28#per SY 2367 SY $2.50 $5,917.50
B3 Lime for Sub rade Stabilization 33 TON $110.00 $3,630.00
B4 6"Reinforced Concrete Pavement 2288 SY $24.00 $54,912.00
B5 7"Inte ral Concrete Curb 1420 LF $12.00 $17,040.00
B6 7"Concrete Curb with 18"Gutter 20 LF $2.00 $40.00
B7 ISilicone Joint Sealant 2910 LF $1.00 1 $2,910.00
SUBTOTAL PAVING ALTERNATE B $88,769.50
TOTAL PAVING ALTERNATE B $121,648.00
10%CONTINGENCY1 I 1 1 $12,164.80
TOTAL UNIT 2-PAVING ALTERNATE BI 1 133,812.80
UNIT 2-DRAINAGE
1 21"RCP(Type III for Storm Drain 0 LF $63.00 $0.00
2 Remove Existing 5'Inlet 0 EA $500.00 $0.00
3 Remove Existing 10'Inlet 0 EA $750.00 $0.00
4 Remove Existing 20'Inlet 0 EA $1,000.00 $0.00
5 Construct Standard 10'Inlet 0 EA $2,600.00 $0.00
6 Construct Standard 20'Inlet 0 EA $5,500.00 $0.00
7 Construct Standard Storm Drain Manhole Type 1 0 EA $5,000.00 $0.00
8 Connect to Existing Storm Drain Pie 0 EA $450.00 $0.00
9 Trench Excavation and Backfill for Storm Drain 0 LF $10.00 $0.00
10 Trench Safety Protection for Storm Drain 0 LF $1.00 $0.00
SUBTOTAL DRAINAGE I I 1 $0.00
10%CONTINGENCY $0.00
TOTAL UNIT 2-DRAINAGE1 I 1 $0.00
TOTAL UNIT 2- PAVING AND DRAINAGE1 $133,812.80
ALTERNATE B PROJECT TOTALI $329,684.30
SUMMARY:
WATER COST $77,352.00
SEWER COST $118,519.50
UNIT 1 TOTAL $195,871.50
PAVING SUBTOTAL $133,812.80
DRAINAGE SUBTOTAL $0.00
UNIT 2 TOTAL $133,812.80
TOTAL PROJECT COST $329,684.30
EB-4-6 11/1/2005
EXHIBIT"B-4"
CITY OF FORT WORTH, 2004 CIP -Sydney Street(E Berry St.to Reed St.)
Engineer's Opinion of Probable Construction Cost
ASPHALT PAVEMENT ENGINEER'S ESTIMATE
Item Unit
No. Description of Items Qt Unit Price Total
UNIT 1 -WATER LINE REPLACEMENT
1 Furnish and Install 8"PVC C900 CL 200 Water Line 0 LF $29.00 $0.00
2 Furnish and Install 12"PVC C900 CL 200 Water Line 1250 LF $40.00 $50,000.00
3 Furnish and Install 6"MJ Gate Valve Box and Lid 1 EA $675.00 $675.00
4 Furnish and Install 8"MJ Gate Valve Box and Lid 0 EA $1,000.00 $0.00
5 Furnish and Install 12"MJ Gate Valve Box and Lid 2 1 EA $1,500.00 $3,000.00
6 Furnish and Install Ductile Iron Fittings 2 1 TON $3,500.00 $7,000.00
7 Connect to Existing 6"Water Line Includes Solid Sleeve 0 EA $455.00 $0.00
8 Connect to Existing 8"Water Line Includes Solid Sleeve 0 EA $530.00 $0.00
9 Connect to Existing 12"Water Line Includes Solid Sleeve 1 EA $715.00 $715.00
10 1"Water Service Tap to Main 35 EA $150.00 $5,250. 0
11 2"Water Service Tap to Main 2 EA $405.00 $810.00
12 Furnish and Install 3/4"Copper Service Line on Private Property 175 LF $11.50 $2,012.50
13 Install 1"Water ServiceMain to Meter Short16 1 EA $255.00 $4,080.00
14 Install 1"Water Service Main to Meter Lon 17 1 EA $500.00 $8,500.00
15 Install 2"Water ServiceMain to Meter Short1 EA $650.00 $650.00
16 Install 2"Water Service Main to Meter Lon 1 EA $850.00 $850.00
17 Install 1"Assesment Service Short1 EA $315.00 1 $315.00
18 Install 1"Assesment Service Lon 1 EA $540.00 $540.00
19 Furnish and Install Class A Meter Box 35 EA $100.00 $3,500.00
20 Furnish and Install Class C Meter Box 2 EA $110.00 $220.00
21 Relocate Existing Service Meter and Box 4 1 EA $175.00 $700.00
22 Remove and Salvage Existing Fire Hydrant 1 EA $200.00 $200.00
23 Furnish and Install Standard Fire Hydrant,3'-6"Bury Depth 1 EA $1,850.00 $1,850. 0
24 Furnish and Install Fire Hydrant Barrel Extension 1 EA $20.00 $20.00
25 Temporary Asphalt Pavement Repair 2"Hotmix on 6"FlexBase 1805 LF $20.00 $36,100.00
26 Permanent Asphalt Pavement Repair Per Figure 2000-1 0 LF $45.00 $0.00
27 Permanent Concrerte Pavement Repair Per Figure 2000-2 0 LF $65.00 $0.00
28 Furnish and Install Temporary 2"Water Service 1 0.25 1 LS $30,000. 0 $7,500.00
SUBTOTAL WATER LINE REPLACEMENT $134,487.50
15%CONTINGENCY1 1 1 $20,173.13
TOTAL WATER LINE REPLACEMENTI 1 1 $154,660.63
Q DO
UNIT 1 -SEWER LINE REPLACEMENT
1 Furnish and Install 8"PVC SDR 35 Sanitary Sewer Pie All Depths) 1072 LF $45.00 $48,240.00
2 Furnish and Install 8"PVC Pressure Pie SDR 26 0 LF $48.00 $0.00
3 Furnish and Install 4"PVC Sanitary Sewer Service Line in Public ROW 600 LF $37.50 $22,500.00
4 Furnish and Install 4"PVC Schedule 40 Sanitary Sewer Service Line on Private P 120 LF $41.50 $498000
5 4"SanitarySewer Service Connection to Sewer Main 24 EA $425.00 $10:200!00
6 Furnish and Install 2-Way Cleanout at Property Line 24 EA $325.00 $7,800.00
7 Furnish and Install Standard 48"Diameter Manhole 0'-6-Dee 3 1 EA $3,800.00 $11,406.00
8 Furnish and Install Standard 48"Diameter Manhole Extra Depth Over 6'Dee 6 VF $175.00 $1,05 .00
9 Furnish and Install Gasketed Watertight Manhole Insert 3 EA $65.00 $195.00
10 Perform Vacuum Test for New Sanitary Sewer Manhole 3 EA $150.00 $450.00
11 Construct Concrete Collar 3 EA $450.00 $1,350.00
12 Temporary Asphalt Pavement Repair 2"HMAC on 6"Flexbase 1432 LF $20.00 $28,640.00
13 Block Soddin Match Existing Sod Type) 72 SY $5.00 $360.00
14 Perform Post Rehabilitation Television Inspection 1072 LF $1.50 $1,608.00
15 1 Furnish and Install Trench Safety Systems for Trenches over 5'Dee 1072 1 LF $1.75 $1,876.00
SUBTOTAL SEWER LIME REPLACEMENTI I 1 1 $140,649.00
10%CONTINGENCY1 I 1 $14,064.90
TOTAL SEWER LINE REPLACEMENT $154,713.90
TOTAL UNIT 1 -WATER AND SEWER LINE REPLACEMENTI $309,374.53
k
EB-4-7 1111r2005
EXHIBIT"134"
CITY OF FORT WORTH, 2004 CIP -Sydney Street(E Berry St. to Reed St.)
Engineer's Opinion of Probable Construction Cost
ASPHALT PAVEMENT ENGINEER'S ESTIMATE
Item Unit
No. I Description of Items Qty Unit Price Total
UNIT 2-PAVING AND DRAINAGE BASE BID
1 Proiect Desi nation Sin 2 EA $300.00 $600.00
2 Borrow Excavation(Compacted in Place 50 CY $12.00 $600.00
3 Remove Existing Concrete Driveways,Sidewalks etc. 6710 SY $3.00 $20,130.00
4 Remove Existing Concrete Curb and Gutter 2084 LF $1.00 $2,084.00
5 Remove Existing 6"Concrete Pavement 70 SY $9.00 $630.00
6 6"Reinforced Concrete Driveway Pavement 6710 SF $5.00 $33,550.00
7 4"Reinforced Concrete Sidewalk and Leadwalk 0 SF $3.00 $0.00
8 Construct Handicap Ram -Type 1 0 EA $300.00 $0.00
9 Construct Handicap Ram -Type 3 0 EA $300.00 $0.00
10 6"Asphalt Trabnsition Type"D" 0 1 SY $29.00 $0.00
11 4"Topsoil 51 1 CY $12.50 $637.50
12 Water Valve Adjustment to Proposed Grade 2 EA $300.00 $600.00
13 Manhole Adjustment to Proposed Grade 3 EA $350.00 $1,050.00
14 Water Meter Box Adjustment to Proposed Grade 35 EA $35.00 $1,225.00
15 Utility Adjustments 0.16 LS $15 000.00 $2,400.00
16 Erosion Control and Protection SWPPP 0.16 LS $5 000.00 $800.00
SUBTOTAL PAVING BASE BID $64,306.50
ALTERNATE A-ASPHALT PAVEMENT
Al Unclassified Street Excavation 215 CY $12.00 $2,580.00
A2 8"Lime Stabilized Sub rade 40#per SY 4223 SY $2.60 $10,979.80
A3 Lime for Sub rade Stabilization 84.5 TON $110.00 $9,295.00
A4 6"HMAC Pavement 3519 SY $18.50 $65,101.50
A5 7"Concrete Curb with 18"Gutter 2534 LF $12.00 $30,408.00
A6 7"Integral Concrete Curb 1 20 1 LF $2.00 $40.00
A7 lConcrete Pavement Header 1 0 1 LF $12.00 $0.00
A8 7"Reinforced Concrete Valley Gutter 1 44 1 SY $50.00 $2 200.00
SUBTOTAL PAVING ALTERNATE Al $120,604.30
TOTAL PAVING ALTERNATE Al $184,910.80
10%CONTINGENCY1 I 1 $18,491.08
TOTAL UNIT 2-PAVING ALTERNATE Al203,401.88
UNIT 2-DRAINAGE
1 21"RCP(Type 111 for Storm Drain 50 LF $63.00 $3,150.00
2 Remove Existing 5'Inlet 1 EA $500.00 $500.00
3 Remove Existing 10'Inlet 0 EA $750.00 $0.00
4 Remove Existing 20'Inlet 1 EA $1,000.00 $1,000.00
5 Construct Standard 10'Inlet 1 EA $2,600.00 $2,600.00
6 Construct Standard 20'Inlet 1 EA $5,500.00 $5,500.00
7 Construct Standard Storm Drain Manhole Type 1 0 EA $5,000.00 $0.00
8 Connect to Existing Storm Drain Pie 2 EA $450.00 $900.00
9 Trench Excavation and Backfill for Storm Drain 50 LF $10.00 $500.00
10 Trench Safety Protection for Storm Drain 50 LF $1.00 $50.00
SUBTOTAL DRAINAGE $14,200.00
10%CONTINGENCY1 I 1 $1,420.00
TOTAL UNIT 2-DRAINAGE1 I 1 $15,620.00
TOTAL UNIT 2- PAVING AND DRAINAGE1 1 $219,021.88
ALTERNATE A PROJECT TOTALI $528,396.41
SUMMARY:
WATER COST $154,660.63
SEWER COST $154,713.90
UNIT 1 TOTAL $309,374.53
PAVING SUBTOTAL $203,401.88
DRAINAGE SUBTOTAL $15,620.00
UNIT 2 TOTAL $219,021.88
TOTAL PROJECT COST $528,396.41
EB-4-8 111212005
EXHIBIT"B-4"
CITY OF FORT WORTH, 2004 CIP -Sydney Street(E Berry St.to Reed St.)
Engineer's Opinion of Probable Construction Cost
CONCRETE PAVEMENT ENGINEER'S ESTIMATE
Item Unit
No. Descri tion of Items Qty Unit Price Total
UNIT 1 -WATER LINE REPLACEMENT
1 Furnish and Install 8"PVC C900 CL 200 Water Line 0 LF $29.00 $0.00
2 Furnish and Install 12"PVC C900 CL 200 Water Line 1250 LF $40.00 $50,000.00
3 Furnish and Install 6"MJ Gate Valve Box and Lid 1 EA $675.00 $675.00
4 Furnish and Install 8"MJ Gate Valve Box and Lid 0 EA $1,000.00 $0.00
5 Furnish and Install 12"MJ Gate Valve Box and Lid 2 EA $1,500.00 $3,000.00
6 Furnish and Install Ductile Iron Fittings 2 TON $3,500.00 $7,000.00
7 Connect to Existing 6"Water Line Includes Solid Sleeve 0 EA $455.00 $0.00
8 Connect to Existing 8"Water Line Includes Solid Sleeve 0 EA $530.00 $0.00
9 Connect to Existing 12"Water Line Includes Solid Sleeve 1 EA $715.00 $715.00
10 1"Water Service Tap to Main 35 EA $150.00 $5,250.00
11 2"Water Service Tap to Main 2 1 EA $405.00 $810.00
12 Furnish and Install 3/4"Copper Service Line on Private Property 175 LF $11.50 $2,012.50
13 Install 1"Water Service Main to Meter Short16 EA $255.00 $4,080.00
14 Install 1"Water Service Main to Meter Lon 17 EA $500.00 $8,500.00
15 Install 2"Water Service Main to Meter Short 1 EA $650.00 $650.00
16 Install 2"Water Service Main to Meter Lon 1 EA $850.00 $850.00
17 Install 1"Assesment Service Short 1 EA $315.00 $315.00
18 Install 1"Assesment Service Lon 1 1 EA $540.00 $540.00
19 Furnish and Install Class A Meter Box 35 EA $100.00 $3,500.00
20 Furnish and Install Class C Meter Box 2 EA $110.00 $220.00
21 Relocate Existing Service Meter and Box 4 EA $175.00 $700.00
22 Remove and Salvage Existing Fire Hydrant 1 EA $200.00 $200.00
23 Furnish and Install Standard Fire Hydrant,3'-6"Bury Depth 1 EA $1,850.00 $1,850. 0
24 Furnish and Install Fire Hydrant Barrel Extension 1 EA $20.00 $20.00
25 TemporarV Asphalt Pavement Repair 2"Hotmix on 6"FlexBase 1805 1 LF $20.00 $36,100.00
26 Permanent Asphalt Pavement Repair Per Figure 2000-1 0 LF $45.00 $0.00
27 Permanent Concrerte Pavement Repair Per Figure 2000-2 0 LF $65.00 $0.00
28 Furnish and Install Temporary 2"Water Service 0.25 LS $30 000.00 $7,500.00
SUBTOTAL WATER LINE REPLACEMENTI I 1 1 $134,487.50
15%CONTINGENCY1 I 1 1 $20,173.13
TOTAL WATER LINE REPLACEMENTI 1 $154,660.63
' y 7,5W-'7-,
UNIT 1 -SEWER LINE REPLACEMENT
1 Furnish and Install 8"PVC SDR 35 Sanitary Sewer Pie All Depths) 1072 LF $45.00 $48,240.00
2 Furnish and Install 8"PVC Pressure Pie SDR 26 0 LF $48.00 $0.00
3 Furnish and Install 4"PVC Sanitary Sewer Service Line in Public ROW 600 LF $37.50 $22,500.00
4 Furnish and Install 4"PVC Schedule 40 Sanitary Sewer Service Line on Private Pi 120 LF $41.50 $4,980.00
5 4"Sanitary Sewer Service Connection to Sewer Main 24 EA $425.00 $10,200..00
6 Furnish and Install 2-Way Cleanout at Property Line 24 EA $325.00 $7,800.00
7 Furnish and Install Standard 48"Diameter Manhole 0'-6-Dee 3 1 EA $3 800.00 $11,400.00
8 Furnish and Install Standard 48"Diameter Manhole Extra Depth Over 6'Dee 6 VF $175.00 $1,050.00
9 Furnish and Install Gasketed Watertight Manhole Insert 3 EA $65.00 $195.00
10 Perform Vacuum Test for New Sanitary Sewer Manhole 3 EA $150.00 $450.00
11 Construct Concrete Collar 3 EA $450.00 1 $1,350.00
12 Temporary Asphalt Pavement Repair 2"HMAC on 6"Flexbase 1432 LF $20.00 $28,640.00
13 1 Block Soddinq Match Existing Sod Type) 72 1 SY $5.00 $360.00
14 1 Perform Post Rehabilitation Television Inspection 1072 LF $1.50 $1,608.00
15 1 Furnish and Install Trench Safety Systems for Trenches over 5'Dee 1072 LF $1.75 $1,876.00
SUBTOTAL SEWER LINE REPLACEMENTI 1 $140,649.00
10%CONTINGENCY $14,064.90
TOTAL SEWER LINE REPLACEMENT $154,713.90
TOTAL UNIT 1 -WATER AND SEWER LINE REPLACEMENT $309,374.53
EB-4-9 11/1/2005
EXHIBIT"B-4"
CITY OF FORT WORTH, 2004 CIP -Sydney Street(E Berry St.to Reed St.)
Engineer's Opinion of Probable Construction Cost
CONCRETE PAVEMENT ENGINEER'S ESTIMATE
Item Unit
No. I Description of Items Qtv Unit Price Total
UNIT 2-PAVING AND DRAINAGE BASE BID
1 Project Desi nation Sin 2 EA $300.00 $600.00
2 Borrow Excavation(Compacted in Place 50 CY $12.00 $600.00
3 Remove Exisbnq Concrete Drvewa s Sidewalks etc. 6710 SY $3.00 $20,130.00
4 Remove Existing Concrete Curb and Gutter 2084 LF $1.00 $2,08T00
5 Remove Existing 6"Concrete Pavement 70 SY $9.00 $630.00
6 6"Reinforced Concrete Driveway Pavement 6710 SF $5.00 $33,550.00
7 4"Reinforced Concrete Sidewalk and Leadwalk 0 SF $3.00 $0.00
8 Construct Handicap Ram -Type 1 0 EA $300.00 $0.00
9 Construct Handicap Ram -Type 3 0 EA $300.00 $0.00
10 6"Asphalt Trabnsition Type"D" 0 1 SY $29.00 $0.00
11 4"Topsoil 51 CY $12.50 $637.50
12 Water Valve Adjustment to Proposed Grade 2 EA $300.00 $600.00
13 Manhole Adjustment to Proposed Grade 3 EA $350.00 $1,050.00
14 Water Meter Box Adjustment to Proposed Grade 35 EA $35.00 $1,225.00
15 Utility Adjustments 0.16 LS $15 000.00 $2,400.00
16 Erosion Control and Protection SWPPP 0.16 LS $5,000.00 $800.00
SUBTOTAL PAVING BASE BID $64,306.50
ALTERNATE B-CONCRETE PAVEMENT
131 Unclassified Street Excavation 645 CY $12.00 $7,740.00
B2 6"Lime Stabilized Sub rade 28#per SY 4223 SY $2.50 $10557.50
B3 Lime for Sub rade Stabilization 59 TON $110.00 $6,490.00
64 6"Reinforced Concrete Pavement 4083 SY $24.00 $97,992.00
65 7"Integral Concrete Curb 2534 LF $12.00 $30,408.00
66 7"Concrete Curb with 18"Gutter 20LF $2.00 $40.00
137 1 Silicone Joint Sealant 5197 LF $1.00 1 $5,197.00
SUBTOTAL PAVING ALTERNATE B $158,424.50
TOTAL PAVING ALTERNATE B $222,731.00
10%CONTINGENCYI I 1 $22,273.10
TOTAL UNIT 2-PAVING ALTERNATE B 245,004.10
UNIT 2-DRAINAGE
1 21"RCP(Tvpe III for Storm Drain 50 LF $63.00 $3 150.00
2 Remove Existing5'Inlet 1 EA $500.00 $500.00
3 Remove Existing10'Inlet 0 EA $750.00 $0.00
4 Remove Existing20'Inlet 1 EA $1,000.00 $1 000.00
5 Construct Standard 10' Inlet 1 EA $2,600.00 $2 600.00
6 Construct Standard 20'Inlet 1 1 EA $5,500.00 $5,500.00
7 Construct Standard Storm Drain Manhole Type 1 0 EA $5,000.00 $0.00
8 Connect to Existing Storm Drain Pie 2 EA $450.00 $900.00
9 Trench Excavation and Backfill for Storm Drain 50 LF $10.00 $500.00
10 Trench Safety Protection for Storm Drain 50 LF $1.00 $50.00
SUBTOTAL DRAINAGE1 I 1 $14,200.00
10%CONTINGENCYI I 1 $1,420.00
TOTAL UNIT 2-DRAINAGE1 1 $15,620.00
TOTAL UNIT 2- PAVING AND DRAINAGE1 $260,624.10
ALTERNATE B PROJECT TOTALI $569,998.63
SUMMARY:
WATER COST $154,660.63
SEWER COST $154,713.90
UNIT 1 TOTAL $309,374.53
PAVING SUBTOTAL $245,004.10
DRAINAGE SUBTOTAL $15,620.00
UNIT 2 TOTAL $260,624.10
TOTAL PROJECT COST $569,998.63
EB-4-10 11/1/2005
EXHIBIT"B-4"
CITY OF FORT WORTH, 2004 CIP -Lois Street(Sydney St. to E Dead End)
Engineer's Opinion of Probable Construction Cost
ASPHALTPAVEMENT ENGINEER'S ESTIMATE
Item Unit
No. I Description of Items Qtv Unit Price Total
UNIT 1 -WATER LINE REPLACEMENT
1 Furnish and Install 8"PVC C900 CL 200 Water Line 800 LF $29.00 $23,200.00
2 Furnish and Install 12"PVC C900 CL 200 Water Line 0 LF $40.00 $0.00
3 Furnish and Install 6"MJ Gate Valve Box and Lid 0 EA $675.00 $0.00
4 Furnish and Install 8"MJ Gate Valve Box and Lid 4 EA $1,000.00 $4,000.00
5 Furnish and Install 12"MJ Gate Valve Box and Lid 0 EA $1,500.00 $0.00
6 Furnish and Install Ductile Iron Fittings 1 TON $3,500.00 $3,500.00
7 Connect to Existing 6"Water Line Includes Solid Sleeve 2 EA $455.00 $910.00
8 Connect to Existing 8"Water Line Includes Solid Sleeve 0 EA $530.00 $0.00
9 Connect to Existing 12"Water Line Includes Solid Sleeve 0 EA $715.00 $0.00
10 1"Water Service Tap to Main 6 EA $150.00 $900.00
11 2"Water Service Tap to Main 0 EA $405.00 $0.00
12 Furnish and Install 3/4"Copper Service Line on Private Property 30 LF $11.50 $345.00
13 Install 1"Water ServiceMain to Meter Short3 EA $255.00 $765.00
14 Install 1"Water Service Main to Meter Lon 3 EA $500.00 $1,500.00
15 Install 2"Water ServiceMain to Meter Short0 EA $650.00 $0.00
16 Install 2"Water Service Main to Meter Lon 0 1 EA $850.00 $0.00
17 Install 1"Assesment Service Short0 EA $315.00 1 $0.00
18 Install 1"Assesment Service Lon 0 EA $540.00 $0.00
19 Furnish and Install Class A Meter Box 6 EA $100.00 $600.00
20 Furnish and Install Class C Meter Box 0 EA $110.00 $0.00
21 Relocate Existing Service Meter and Box 0 EA $175.00 $0.00
22 Remove and Salvage Existing Fire Hydrant 0 EA $200.00 $0.00
23 Furnish and Install Standard Fire H Brant 3'-6"BurV Depth 0 1 EA $1,850.00 $0.00
24 Furnish and Install Fire H drant Barrel Extension 0 EA $20.00 $0.00
25 emporarV Asphalt Pavement Repair 2"Hotmix on 6"FlexBase 590 LF $20.00 $11,800. 0
26 Permanent Asphalt Pavement Repair Per Figure 2000-1 0 LF $45.00 $0.00
27 Permanent Concrerte Pavement Repair Per Figure 2000-2 0 LF $65.00 $0.00
28 Furnish and Install Tem ora 2"Water Service 0 LS $30,000.00 $0.00
SUBTOTAL WATER LINE REPLACEMENTI I 1 $47,520.00
10%CONTINGENCY1 I 1 $4,752.00
TOTAL WATER LINE REPLACEMENTI I 1 $52,272.00
',`,j''""�,. - .:;;`�» '�`.a,' , a .'„i`,' ?: ,�, '` ,c _✓',' , :,i "# It 1011,;
Ia 'art.2'":,✓, ,,,, .
UNIT 1 -SEWER LINE REPLACEMENT
1 Furnish and Install 8"PVC SDR 35 Sanitary Sewer Pie All Depths) 269 LF $45.00 $12,105.00
2 Furnish and Install 8"PVC Pressure Pie SDR 26 20 LF $48.00 $960.00
3 Furnish and Install 4"PVC Sanitary Sewer Service Line in Public ROW 150 LF $37.50 $5,625.00
4 Furnish and Install 4"PVC Schedule 40 Sanitary Sewer Service Line on Private Pi 30 LF $41.50 $1,245.00
5 4"Sanitary Sewer Service Connection to Sewer Main 6 EA $425.00 $2,550.00
6 Furnish and Install 2-Way Cleanout at Property Line 6 EA $325.00 $1,950.00
7 Furnish and install Standard 48"Diameter Manhole 0'-6-Dee 1 EA $3,800.00 $3,800.00
8 Furnish and Install Standard 48"Diameter Manhole Extra Depth Over 6'Dee 2 VF $175.00 $350.00
9 Furnish and Install Gasketed Watertight Manhole Insert 1 EA $65.00 $65.00
10 Perform Vacuum Test for New Sanitary Sewer Manhole 1 EA $150.00 $150.00
11 Construct Concrete Collar 1 EA $450.00 $450.00
12 Temporary Asphalt Pavement Repair 2"HMAC on 6"Flexbase 359 LF $20.00 $7,180.00
13 1 Block Soddin Match Existing Sod Type) 18 SY 1 $5.00 1 $90.00
14 1 Perform Post Rehabilitation Television Inspection 1 269 LF 1 $1.50 1 $403.50
15 1 Furnish and Install Trench Safety Systems for Trenches over 5'Dee 269 LF 1 $1.75 $470.75
SUBTOTAL SEWER LINE REPLACEMENTI I 1 $37,394.25
10%CONTINGENCY1 I 1 $3,739.43
TOTAL SEWER LINE REPLACEMENTI $41,133.68
TOTAL UNIT 1 -WATER AND SEWER LINE REPLACEMENTI $93,405.68
EB-4-11 1 inrzoos
EXHIBIT"134"
CITY OF FORT WORTH, 2004 CIP - Lois Street(Sydney St.to E Dead End)
Engineer's Opinion of Probable Construction Cost
ASPHALT PAVEMENT ENGINEER'S ESTIMATE
Item Unit
No. Descri tion of Items Qt Unit Price Total
UNIT 2-PAVING AND DRAINAGE BASE BID
1 Project Desi nation Sin 0 EA $300.00 $0.00
2 Borrow Excavation(Compacted in Place 20 CY $12.00 $240.00
3 Remove Existing Concrete Driveways,Sidewalks etc. 2420 SY $3.00 $7,260.00
4 Remove Existing Concrete Curb and Gutter 1450 LF $1.00 $1,450.00
5 Remove Existing 6"Concrete Pavement 0 SY $9.00 $0.00
6 6"Reinforced Concrete Driveway Pavement 2420 SF $5.00 $12,100.00
7 4"Reinforced Concrete Sidewalk and Leadwalk 0 SF $3.00 $0.00
8 Construct Handicap Ram -Type 1 0 EA $300.00 $0.00
9 Construct Handicap Ram -Type 3 0 EA $300.00 $0.00
10 6"Asphalt Trabnsition Type"D" 0 SY $29.00 $0.00
11 4"Topsoil 35 CY $12.50 $437.50
12 Water Valve Adjustment to Proposed Grade 3 EA $300.00 $900.00
13 Manhole Adjustment to Proposed Grade 1 EA $350.00 $350.00
14 Water Meter Box Adjustment to Proposed Grade 6 EA $35.00 $210.00
15 Utility Adjustments 0.09 LS $15 000.00 1 $1,350.00
16 Erosion Control and Protection SWPPP 0.09 LS $5,000.00 1 $450.00
SUBTOTAL PAVING BASE BID $24,747.50
ALTERNATE A-ASPHALT PAVEMENT
Al Unclassified Street Excavation 128 CY $12.00 $1,536.00
A2 8"Lime Stabilized Sub rade 40#per SY 2510 SY $2.60 $6,526.00
A3 Lime for Sub rade Stabilization 50 TON $110.00 $5,500.00
A4 6"HMAC Pavement 2092 SY $18.50 $38,702.00
A5 7"Concrete Curb with 18"Gutter 1506 LF $12.00 $18,072.00
A6 7"Integral Concrete Curb 1 20 1 LF $2.00 $40.00
A7 I Concrete Pavement Header 1 0 1 LF $12.00 $0.00
A8 7"Reinforced Concrete Valley Gutter 1 132 1 SY $50.00 $6,600.00
SUBTOTAL PAVING ALTERNATE Al $76,976.00
TOTAL PAVING ALTERNATE Al $101,723.50
10%CONTINGENCY $10,172.35
TOTAL UNIT 2-PAVING ALTERNATE Al111,895.85
UNIT 2-DRAINAGE
1 21"RCP e III for Storm Drain 0 LF $63.00 $0.00
2 Remove Existing5'Inlet 0 EA $500.00 $0.00
3 Remove Existing10'Inlet 0 EA $750.00 $0.00
4 Remove Existing20'Inlet 0 EA $1 000.00 $0.00
5 Construct Standard 10'Inlet 0 EA $2,600.00 $0.00
6 Construct Standard 20'Inlet 0 1 EA $5,500.00 $0.00
7 Construct Standard Storm Drain Manhole Type 1 0 EA $5,000.00 $0.00
8 Connect to Existing Storm Drain Pie 0 EA $450.00 $0.00
9 Trench Excavation and Backfill for Storm Drain 0 LF $10.00 $0.00
10 Trench Safety Protection for Storm Drain 0 LF $1.00 $0.00
SUBTOTAL DRAINAGE $0.00
10%CONTINGENCYJ I 1 $0.00
TOTAL UNIT 2-DRAINAGE $0.00
TOTAL UNIT 2- PAVING AND DRAINAGE1 $111,895.85
ALTERNATE A PROJECT TOTAL $205,301.53
SUMMARY:
WATER COST $52,272.00
SEWER COST $41,133.68
UNIT 1 TOTAL $93,405.68
PAVING SUBTOTAL $111,895.85
DRAINAGE SUBTOTAL $0.00
UNIT 2 TOTAL $111,895.85
TOTAL PROJECT COST $205,301.53
EB-4-12 11/1/2006
EXHIBIT"134"
CITY OF FORT WORTH, 2004 CIP -Lois Street(Sydney St. to E Dead End)
Engineer's Opinion of Probable Construction Cost
CONCRETE PAVEMENT ENGINEER'S ESTIMATE
Item Unit
No. Description of Items Qty Unit Price Total
UNIT 1 -WATER LINE REPLACEMENT
1 Furnish and Install 8"PVC C900 CL 200 Water Line 800 LF $29.00 $23,200.00
2 Furnish and Install 12"PVC C900 CL 200 Water Line 0 LF $40.00 $0.00
3 Furnish and Install 6"MJ Gate Valve Box and Lid 0 1 EA $675.00 1 $0.00
4 Furnish and Install 8"MJ Gate Valve Box and Lid 4 EA $1,000.001 $4,000.00
5 Furnish and Install 12"MJ Gate Valve Box and Lid 0 EA $1,500.001 $0.00
6 Furnish and Install Ductile Iron Fittings 1 TON $3,500.00 1 $3,500.00
7 Connect to Existing 6"Water Line Includes Solid Sleeve 2 EA $455.00 $910.00
8 Connect to Existing 8"Water Line Includes Solid Sleeve 0 EA $530.00 $0.00
9 Connect to Existin 12"Water Line Includes Solid Sleeve 0 EA $715.00 $0.00
10 1"Water Service Tap to Main 6 1 EA $150.00 $900.00
11 2"Water Service Tap to Main 0 EA $405.00 $0.00
12 Furnish and Install 3/4"Copper Service Line on Private Property 30 LF $11.50 $345.00
13 1 Install 1"Water ServiceMain to Meter Short3 EA 1 $255.00 $765.00
14 Install 1"Water ServiceMain to Meter Lon 3 EA $500.00 $1,500.00
15 Install 2"Water Service Main to Meter Short0 EA $650.00 $0.00
16 Install 2"Water ServiceMain to Meter Lon 0 EA $850.00 $0.00
17 Install 1"Assesment Service Short0 EA $315.00 $0.00
18 Install 1"Assesment Service Lon 0 EA $540.00 $0.00
19 Furnish and Install Class A Meter Box 6 EA $100.00 $600.00
20 Furnish and Install Class C Meter Box 0 EA $110.00 $0.00
21 Relocate Existing Service Meter and Box 0 EA $175.00 $0.00
22 Remove and Salvage Existing Fire Hydrant 0 EA $200.00 $0.00
23 Furnish and Install Standard Fire Hydrant,3'-6"Bury Depth 0 EA $1,850.00 $0.00
24 Furnish and Install Fire Hydrant Barrel Extension 0 1 EA $20.00 $0.00
25 Temporary Asphalt Pavement Repair 2"Hotmix on 6"FlexBase 590 LF $20.001 $11,800.00
26 1 Permanent Asphalt Pavement Repair Per Figure 2000-1 0 LF $45.00 $0.00
27 1 Permanent Concrerte Pavement Repair Per Figure 2000-2 0 LF $65.00 $0.00
28 1 Furnish and Install Temporary 2"Water Service 0 LS $30.000.00 $0.00
SUBTOTAL WATER LINE REPLACEMENTI I 1 $47,520.00
10%CONTINGENCY $4,752.00
TOTAL WATER LINE REPLA
C
EMENT $52,272.00
UNIT 1 -SEWER LINE REPLACEMENT
1 Furnish and Install 8"PVC SDR 35 Sanitary Sewer Pie All Depths) 269 LF $45.00 $12,105.00
2 Furnish and Install 8"PVC Pressure Pie SDR 26 20 LF $48.00 $960.00
3 Furnish and Install 4"PVC Sanitary Sewer Service Line in Public ROW 150 LF $37.50 $5,625.00
4 Furnish and Install 4"PVC Schedule 40 Sanitary Sewer Service Line on Private Pi 30 LF $41.50 $1,245.00
5 4"Sanitary Sewer Service Connection to Sewer Main 6 EA $425.00 $2,550.00
6 Furnish and Install 2-Way Cleanout at Property Line 6 1 EA $325.00 $1,950.00
7 Furnish and Install Standard 48"Diameter Manhole 0'-6-Dee 1 EA $3,800.00 $3,800.00
8 Furnish and Install Standard 48"Diameter Manhole Extra Depth Over 6'Dee 2 VF $175.00 $350.00
9 Furnish and Install Gasketed Watertight Manhole Insert 1 EA $65.00 $65.00
10 Perform Vacuum Test for New Sanitary Sewer Manhole 1 EA $150.00 ' $150.00
11 Construct Concrete Collar 1 EA $450.00 $450.00
12 Temporary Asphalt Pavement Repair 2"HMAC on 6"Flexbase 359 LF 1 $20.001 $7,180.00
13 1 Block Soddinq Match Existnq Sod Type) 18 SY 1 $5.001 $90.00
14 1 Perform Post Rehabilitation Television Inspection 1 269 LF 1 $1.50 1 $403.50
15 1 Furnish and Install Trench Safety Systems for Trenches over 5'Dee 269 LF 1 $1.75 1 $470.75
SUBTOTAL SEWER LINE REPLACEMENTI I 1 1 $37,394.25
10%CONTINGENCY1 I 1 1 $3,739.43
TOTAL SEWER LINE REPLACEMENTI $41,133.68
TOTAL UNIT 1 -WATER AND SEWER LINE REPLACEMENTI $93,405.68
EB-4-13 6 11/1/2005
EXHIBIT"B-4"
CITY OF FORT WORTH, 2004 CIP -Lois Street(Sydney St. to E Dead End)
Engineer's Opinion of Probable Construction Cost
CONCRETE PAVEMENT ENGINEER'S ESTIMATE
Iteml Unit
No. I Description of Items Qtv Unit Price Total
UNIT 2-PAVING AND DRAINAGE BASE BID
1 Project Desi nation Sin 0 EA $300.00 $0.00
2 Borrow Excavation(Compacted in Place 20 CY $12.00 $240.00
3 Remove Existing Concrete Driveways,Sidewalks etc. 2420 SY $3.00 $7,260.00
4- Remove Existing Concrete Curb and Gutter 1450 LF $1.00 $1450.00
5 Remove Existing 6"Concrete Pavement 0 SY $9.00 $0.00
6 6"Reinforced Concrete Driveway Pavement 2420 SF $5.00 $12,100.00
7 4"Reinforced Concrete Sidewalk and Leadwalk 0 SF $3.00 $0.00
8 Construct Handicap Ram -Type 1 0 EA $300.00 $0.00
9 Construct Handicap Ram -Type 3 0 EA $300.00 $0.00
10 6"Asphalt Trabnsition Type"D" 0 SY $29.00 $0.00
11 4"Topsoil 35 CY $12.50 $437.50
12 Water Valve Adjustment to Proposed Grade 3 EA $300.00 $900.00
13 Manhole Adjustment to Proposed Grade 1 EA $350.00 $350.00
14 Water Meter Box Adjustment to Proposed Grade 6 EA $35.00 $210.00
15 Utilit Adjustments 0.09 LS $15 000.00 $1,350.00
16 Erosion Control and Protection SWPPP 0.09 LS $5 000.00 $450.00
SUBTOTAL PAVING BASE BID $24,747.50
ALTERNATE B-CONCRETE PAVEMENT
B1 Unclassified Street Excavation 384 CY $12.00 $4,608.00
B2 6"Lime Stabilized Sub rade 28#per SY 2510 SY $2.50 $6,275.00
B3 Lime for Sub rade Stabilization 35 TON $110.00 $3,850.00
B4 6"Reinforced Concrete Pavement 2426 SY $24.00 $58,22 .00
B5 7"Inte ral Concrete Curb 1506 LF $12.00 $18,072.00
B6 7"Concrete Curti with 18"Gutter 1 20 1 LF $2.00 1 $40.00
B7 I Silicone Joint Sealant 1 2869 LF $1.00 $2,869.00
SUBTOTAL PAVING ALTERNATE B $93,938.00
TOTAL PAVING ALTERNATE B $118,685.50
10%CONTINGENCY $11,868.55
TOTAL UNIT 2-PAVING ALTERNATE Bj I 1 130,554.05
UNIT 2-DRAINAGE
1 21"RCP a III for Storm Drain 0 LF $63.00 $0.00
2 Remove Existing 5'Inlet 0 EA $500.00 $0.00
3 Remove Existing 10'Inlet 0 EA $750.00 $0.00
4 Remove Existing 20'Inlet 0 EA $1,000.00 $0.00
5 Construct Standard 10'Inlet 0 EA $2,600.00 $0.00
6 Construct Standard 20'Inlet 0 1 EA $5,500.0 $0.00
7 lConstruct Standard Storm Drain Manhole Type 1 0 EA $5,000,0 $0.00
8 1 Connect to Existing Storm Drain Pie 0 EA $450.00 $0.00
9 ITrench Excavation and Backfill for Storm Drain 0 LF $10.00 $0.00
10 ITrench Safetv Protection for Storm Drain 0 LF $1.00 $0.00
SUBTOTAL DRAINAGE1 I 1 $0.00
10%CONTINGENCY $0.00
TOTAL UNIT 2-DRAINAGE1 $0.00
TOTAL UNIT 2- PAVING AND DRAINAGE1 1 $130,554.05
ALTERNATE B PROJECT TOTALI $223,959.73
SUMMARY:
WATER COST $52,272.00
SEWER COST $41,133.68
UNIT 1 TOTAL $93,405.68
PAVING SUBTOTAL $130,554.05
DRAINAGE SUBTOTAL $0.00
UNIT 2 TOTAL $130,554.05
TOTAL PROJECT COST $223,959.73
EB-4-14 A 1ei1,cO5
EXHIBIT"134"
CITY OF FORT WORTH, 2004 CIP -Chickasaw Avenue (Shackleford St.to Miller Ave.)
Engineer's Opinion of Probable Construction Cost
ASPHALT PAVEMENT ENGINEER'S ESTIMATE
Item Unit
No. Descri tion of Items Qty Unit Price Total
UNIT 1 -WATER LINE REPLACEMENT
1 Furnish and Install 8"PVC C900 CL 200 Water Line 2600 LF $29.00 $75,400.00
2 Furnish and Install 12"PVC C900 CL 200 Water Line 0 LF $40.00 $0.00
3 Furnish and Install 6"MJ Gate Valve Box and Lid 3 EA $675.00 $2,025.00
4 Furnish and Install 8"MJ Gate Valve Box and Lid 6 1 EA $1,000.00 $6,000.00
5 Furnish and Install 12"MJ Gate Valve Box and Lid 0 EA $1,500.00 $0.00
6 Furnish and Install Ductile Iron Fittings 2 TON $3,500.00 $7,000.00
7 Connect to Existing 6"Water Line Includes Solid Sleeve 0 EA $455.00 $0.00
8 Connect to Existing 8"Water Line Includes Solid Sleeve 0 EA $530.00 $0.00
9 Connect to Existing 12"Water Line Includes Solid Sleeve 1 EA $715.00 $715.00
10 1"Water Service Tap to Main 82 EA $150.00 $12,300.00
11 2"Water Service Tap to Main 0 1 EA $405.00 $0.00
12 Furnish and Install 3/4"Copper Service Line on Private Property 410 1 LF $11.50 $4,715.00
13 1 Install 1"Water Service Main to Meter Short40 EA $255.00 $10,200.00
14 Install 1"Water Service Main to Meter Lon 40 EA $500.00 $20,000.00
15 Install 2"Water Service Main to Meter Short 0 EA $650.00 $0.00
16 Install 2"Water Service Main to Meter Lon 0 EA $850.00 $0.00
17 Install 1"Assesment Service Short1 EA $315.00 $315.00
18 Install 1"Assesment Service Lon 1 EA $540.00 $540.00
19 Furnish and Install Class A Meter Box 82 1 EA $100.00 $8,200.00
20 Furnish and Install Class C Meter Box 0 EA $110.00 $0.00
21 Relocate Existing Service Meter and Box 8 EA $175.00 $1,400.00
22 Remove and Salvage Existing Fire Hydrant 2 EA $200.00 $400.00
23 Furnish and Install Standard Fire Hydrant,3'-6"Bury Depth 2 EA $1,850.00 $3.700.00
24 Furnish and Install Fire Hydrant Barrel Extension 2 EA $20.00 $40.00
25 Temporary Asphalt Pavement Repair 2"Hotmix on 6"FlexBase 3830 LF $20.00 $76,600.00
26 1 Permanent Asphalt Pavement Repair Per Figure 2000-1 0 1 LF $45.00 $0.00
27 1 Permanent Concrerte Pavement Repair Per Figure 2000-2 0 LF $65.00 $0.00
28 1 Furnish and Install Temporary 2"Water Service 1 0.25 LS $30,000.00 $7,500.00
SUBTOTAL WATER LINE REPLACEMENTI I 1 $237,050.00
10%CONTINGENCY1 I 1 $23,705.00
TOTAL WATER LINE REPLACEMENT $260,755.00
UNIT 1 -SEWER LINE REPLACEMENT
1 Furnish and Install 8"PVC SDR 35 Sanitary Sewer Pie All Depths) 870 LF $45.00 $39,150.00
2 Furnish and Install 8"PVC Pressure Pie SDR 26 0 LF $48.00 $0.00
3 Furnish and Install 4"PVC Sanitary Sewer Service Line in Public ROW 800 LF $37.50 $30,00 .00
4 Furnish and Install 4"PVC Schedule 40 Sanitary Sewer Service Line on Private P1 160 LF $41.50 $6,640.00
5 4"Sanitary Sewer Service Connection to Sewer Main 32 EA $425.00 $13,600.00
6 Furnish and Install 2-Way Cleanout at Property Line 32 EA $325.00 $10,400.00
7 Furnish and Install Standard 48"Diameter Manhole 0'-6-Dee 4 EA $3,800.00 $15,200.00
8 Furnish and Install Standard 48"Diameter Manhole Extra Depth Over 6'Dee 8 VF $175.00 $1,400.00
9 Furnish and Install Gasketed Watertight Manhole Insert 4 EA $65.00 $260.00
10 Perform Vacuum Test for New Sanitary Sewer Manhole 4 EA $150.00 $600.00
11 Construct Concrete Collar 4 EA $450.00 $1,800.00
12 Temporary Asphalt Pavement Repair 2"HMAC on 6"Flexbase 1350 LF $20.00 $27000.00
13 1 Block Sodding Match Existing Sod Type) 96 Sy 1 $5.00 $480.00
14 1 Perform Post Rehabilitation Television Inspection 870 LF $1.50 $1,305.00
15 Furnish and Install Trench Safety Systems for Trenches over 5'Dee 870 LF $1.75 $1,522.50
SUBTOTAL SEWER LINE REPLACEMENT $149,357.50
10%CONTINGENCY1 I 1 $14,935.75
TOTAL SEWER LINE REPLACEMENT $164,293.25
TOTAL UNIT 1 -WATER AND SEWER LINE REPLACEMENT $425,048.25
EB-4-15 11/1/2005
EXHIBIT"B-4"
CITY OF FORT WORTH, 2004 CIP -Chickasaw Avenue (Shackleford St.to Miller Ave.)
Engineer's Opinion of Probable Construction Cost
ASPHALT PAVEMENT ENGINEER'S ESTIMATE
Item Unit
No. Descri tion of Items Q Unit Price Total
UNIT 2-PAVING AND DRAINAGE BASE BID
1 Project Desi nation Sin 2 EA $300.00 $600.00
2 Borrow Excavation(Compacted in Place50 CY $12.00 $600.00
3 Remove Existing Concrete Driveways,Sidewalks etc. 13200 SY $3.00 $39,600.00
4 Remove Existing Concrete Curb and Gutter 5160 LF $1.00 $5,160.00
5 Remove Existing 6"Concrete Pavement 0 SY $9.00 $0.00
6 6"Reinforced Concrete Driveway Pavement 13200 SF $5.00 $66,000.00
7 4"Reinforced Concrete Sidewalk and Leadwalk 0 SF $3.00 $0.00
8 Construct Handicap Ram -Type 1 0 EA $300.00 $0.00
9 Construct Handicap Ram -Type 3 0 EA $300.00 $0.00
10 6"Asphalt Trabnsition Type"D" 133 SY $29.00 $3,857.00
11 4"To soil 126 1 CY $12.50 $1,575.00
12 Water Valve Adjustment to Proposed Grade 6 EA $300.00 $1,800.00
13 Manhole Adjustment to Proposed Grade 12 EA $350.00 $4,200.00
14 Water Meter Box Adjustment to Proposed Grade 82 EA $35.00 $2,870.00
15 Utility Adjustments 0.32 LS $15,000.00 $4,800.00
16 Erosion Control and Protection SWPPP 0.32 LS $5 000.00 $1,600.00
SUBTOTAL PAVING BASE BID $132,662.00
ALTERNATE A-ASPHALT PAVEMENT
Al Unclassified Street Excavation 439 CY $12.00 $5,268.00
A2 8"Lime Stabilized Sub rade 40#per SY 8600 SY $2.60 $22360.00
A3 Lime for Sub rade Stabilization 172 TON $110.00 $18,920.00
A4 6"HMAC Pavement 7167 SY $18.50 $132589.50
A5 7"Concrete Curti with 18"Gutter 5160 LF $12.00 $61,920.00
A6 7"Integral Concrete Curb 20 LF 1 $2.00 $40.00
A7 I Concrete Pavement Header 1 0 1 LF 1 $12.00 $0.00
A8 7"Reinforced Concrete Valley Gutter 1 88 1 SY 1 $50.001 $4,400.00
SUBTOTAL PAVING ALTERNATE Al $245,497.50
TOTAL PAVING ALTERNATE Al $378,159.50
10%CONTINGENCY1 I 1 $37,815.95
TOTAL UNIT 2-PAVING ALTERNATE Al415,975.45
UNIT 2-DRAINAGE
1 21"RCP(Type III for Storm Drain 100 LF $63.00 $6300.00
2 Remove Existing 5'Inlet 3 EA $500.00 $1,50 .00
3 Remove Existing 10'Inlet 1 EA $750.00 $750.00
4 Remove Existing 20'Inlet 0 EA $1,000-00 $0.00
5 Construct Standard 10'Inlet 4 EA $2,600.00 $10,400.00
6 Construct Standard 20'Inlet 0 EA $5,500.00 $0.00
7 Construct Standard Storm Drain Manhole Type I 1 EA $5,000.00 $5,000.00
8 1 Connect to Existing Storm Drain Pie 1 EA $450.00 $450.00
9 ITrench Excavation and Backfill for Storm Drain 100 LF $10.00 $1,000.00
10 ITrench Safety Protection for Storm Drain 100 LF $1.00 $100.00
SUBTOTAL DRAINAGE $25,500.00
10%CONTINGENCY1 I 1 $2,550.00
TOTAL UNIT 2-DRAINAGE1 I 1 $28,050.00
TOTAL UNIT 2- PAVING AND DRAINAGE1 1 $444,025.45
ALTERNATE A PROJECT TOTALI $869,073.70
SUMMARY:
WATER COST $260,755.00
SEWER COST $164,293.25
UNIT 1 TOTAL $425,048.25
j PAVING SUBTOTAL $415,975.45
DRAINAGE SUBTOTAL $28,050.00
UNIT 2 TOTAL $444,025.45
TOTAL PROJECT COST $869,073.70
EB-4-16 11/1/2005
EXHIBIT"13-4"
CITY OF FORT WORTH, 2004 CIP -Chickasaw Avenue (Shackleford St.to Miller Ave.)
Engineer's Opinion of Probable Construction Cost
CONCRETE PAVEMENT ENGINEER'S ESTIMATE
Item Unit
No. Descri tion of Items Q Unit Price Total
UNIT 1 -WATER LINE REPLACEMENT
1 Furnish and Install 8"PVC C900 CL 200 Water Line 2600 LF $29.00 $75,400.00
2 Furnish and Install 12"PVC C900 CL 200 Water Line 0 LF $40.00 $0.00
3 Furnish and Install 6"MJ Gate Valve Box and Lid 3 EA $675.00 $2,025.00
4 Furnish and Install 8"MJ Gate Valve Box and Lid 6 1 EA $1,000.001 $6,000.00
5 Furnish and Install 12"MJ Gate Valve Box and Lid 0 EA $1,500.00 $0.00
6 Furnish and Install Ductile Iron Fittings 2 TON $3,500.00 $7,000.00
7 Connect to Existing 6"Water Line Includes Solid Sleeve 0 EA $455.00 $0.00
8 Connect to Existing 8"Water Line includes Solid Sleeve 0 EA $530.00 $0.00
9 Connect to Existing 12"Water Line Includes Solid Sleeve 1 EA $715.00 $715.00
10 1"Water Service Tap to Main 82 EA $150.00 $12,300. 0
11 2"Water Service Tap to Main 0 1 EA $405.00 $0.00
12 Furnish and Install 3/4"Copper Service Line on Private Property 410 LF $11.50 $4,715.6-0
13 Install 1"Water Service Main to Meter Short40 EA $255.00 $10200.00
14 Install 1"Water Service Main to Meter Lon 40 EA $500.00 $20,000.00
15 Install 2"Water Service Main to Meter Short0 EA $650.00 $0.00
16 Install 2"Water Service Main to Meter Lon 0 EA $850.00 $0.00
17 Install 1"Assesment Service Short1 EA $315.00 $315.00
18 Install 1"Assesment Service Lon 1 EA $540.00 $540.00
19 1 Furnish and Install Class A Meter Box 82 1 EA $100.00 $8,200.00
20 Furnish and Install Class C Meter Box 0 EA $110.00 $0.00
21 Relocate Existing Service Meter and Box 8 EA $175.00 $1,400. 0
22 Remove and Salvage Existing Fire Hydrant 2 EA $200.00 $400.00
23 Furnish and Install Standard Fire Hydrant, 3'-6"Bury Depth 2 EA $1,850.00 $3,700.00
24 Furnish and Install Fire Hydrant Barrel Extension 2 EA $20.00 $40.00
25 Temporary Asphalt Pavement Repair 2"Hotmix on 6"FlexBase 3830 LF $20.00 $76,600.00
26 1 Permanent Asphalt Pavement Repair Per Figure 2000-1 0 LF $45.00 $0.00
27 1 Permanent Concrerte Pavement Repair Per Figure 2000-2 0 1 F $65.00 $0.00
28 1 Furnish and Install Temporary 2"Water Service 1 0.25 1 LS $30,000.00 $7,500.00
SUBTOTAL WATER LINE REPLACEMENTI I 1 $237,050.00
10%CONTINGENCY1 $23,705.00
TOTAL WATER LINE REPLACEMENTJ $260,755.00
UNIT 1 -SEWER LINE REPLACEMENT
1 Furnish and Install 8"PVC SDR 35 Sanitary Sewer Pie All Depths) 870 LF $45.00 $39,150.00
2 Furnish and Install 8"PVC Pressure Pie SDR 26 0 LF $48.00 $0.00
3 Furnish and Install 4"PVC Sanitary Sewer Service Line in Public ROW 800 LF $37.50 $30,000.00
4 Furnish and Install 4"PVC Schedule 40 Sanitary Sewer Service Line on Private Pi 160 LF $41.50 $6,640.00
5 4"Sanitary Sewer Service Connection to Sewer Main 32 EA $425.00 $13,600.00
6 Furnish and Install 2-Way Cleanout at Property Line 32 EA $325.00 $10,400.00
7 Furnish and Install Standard 48"Diameter Manhole 0'-6-Dee 4 EA $3,800.00 $15,200.00
8 Furnish and Install Standard 48"Diameter Manhole Extra Depth Over 6' Dee 8 1 VF $175.00 $1,400.00
9 Furnish and Install Gasketed Watertight Manhole Insert 4 EA $65.00 $260.00
10 Perform Vacuum Test for New Sanitary Sewer Manhole 4 EA $150.00 $600.00
11 Construct Concrete Collar 4 EA $450.00 $1,800. 0
12 Temporary Asphalt Pavement Repair 2"HMAC on 6"Flexbase 1350 LF $20.00 $27 000.00
13 Block Sodding Match Existing Sod Type) 96 Sy $5.00 $480.00
14 1 Perform Post Rehabilitation Television Inspection 870 LF $1.50 $1,305.00
15 1 Furnish and Install Trench SafebLqyltems ,for Trenches over 5Dee 870 LF $1.75 $1 522.50
SUBTOTAL SEWER LINE REPLACEMENT $149,357.50
10%CONTINGENCY1 I 1 1 $14,935.75
TOTAL SEWER LINE REPLACEMENTI $164,293.25
TOTAL UNIT 1 -WATER AND SEWER LINE REPLACEMENTI $425,048.25
EB-4-17 11/1/2005
EXHIBIT"B-4"
CITY OF FORT WORTH, 2004 CIP -Chickasaw Avenue (Shackleford St.to Miller Ave.)
Engineer's Opinion of Probable Construction Cost
CONCRETE PAVEMENT ENGINEER'S ESTIMATE
Item Unit
No. Descri tion of Items Qt Unit Price Total
UNIT 2-PAVING AND DRAINAGE BASE BID
1 Project Desi nation Sin 2 EA $300.00 $600.00
2 Borrow Excavation(Compacted in Place 50 CY $12.00 $600.00
3 Remove Existing Concrete Driveways,Sidewalks etc. 13200 SY $3.00 $39,600.00
4 Remove Existing Concrete Curb and Gutter 5160 LF $1.00 $5,160.00
5 Remove Existing 6"Concrete Pavement 0 SY $9.00 $0.00
6 6"Reinforced Concrete Driveway Pavement 13200 SF $5.00 $66,000.00
7 4"Reinforced Concrete Sidewalk and Leadwalk 0 SF $3.00 $0.00
8 Construct Handicap Ram -Type 1 0 EA $300.00 $0.00
9 Construct Handica Ram -Type 3 0 EA $300.00 $0.00
10 6"Asphalt Trabnsition Type"D" 133 SY $29.00 $3,857.00
11 4"Topsoil 126 CY $12.50 $1,575.00
12 Water Valve Adjustment to Proposed Grade 6 EA $300.00 $1,800.00
13 1 Manhole Adjustment to Proposed Grade 12 EA $350.00 $4,200.00
14 lWater Meter Box Adjustment to Proposed Grade 82 EA $35.00 $2,870.00
15 Utility Adjustments 0.32 LS $15,000.00 $4,800.00
16 Erosion Control and Protection SWPPP 0.32 LS 1 $5,000.00 $1,600.00
SUBTOTAL PAVING BASE BID $132,662.00
ALTERNATE B-CONCRETE PAVEMENT
B1 Unclassified Street Excavation 1317 CY $12.00 $15,804.00
B2 6"Lime Stabilized Sub rade 28#per SY 8600 SY $2.50 $21,500.00
B3 Lime for Sub rade Stabilization 120 TON $110.00 $13,200.00
B4 6"Reinforced Concrete Pavement 8313 SY $24.00 $199,512.00
B5 7"Integral Concrete Curb 5160 LF $12.00 $61,920.00
B6 7"Concrete Curb with 18"Gutter 20 1 LF $2.00 1 $40.00
B7 ISilicone Joint Sealant 1 106151 LF 1 $1.00 1 $10 615.00
SUBTOTAL PAVING ALTERNATE B $322,591.00
TOTAL PAVING ALTERNATE B $455,253.00
10%CONTINGENCY1 I 1 $45,525.30
TOTAL UNIT 2-PAVING ALTERNATE BI I 1 500,778.30
UNIT 2-DRAINAGE
1 21"RCP(Tvpe III for Storm Drain 100 LF $63.00 $6,300.00
2 Remove Existing 5'Inlet 3 EA $500.00 $1,500.00
3 Remove Existing 10'Inlet 1 EA $750.00 $750.00
4 Remove Existing 20'Inlet 0 EA $1,000.00 $0.00
5 Construct Standard 10'Inlet 4 EA $2,600.00 $10,400.00
6 Construct Standard 20'Inlet 0 1 EA $5,500.00 $0.00
7 Construct Standard Storm Drain Manhole Type 1 1 EA $5,000.00 $5,000.00
8 Connect to Existing Storm Drain Pie 1 EA $450.00 $450.00
9 Trench Excavation and Backfill for Storm Drain 100 LF $10.00 $1,000.00
10 Trench Safety Protection for Storm Drain 100 LF $1.00 $100.00
SUBTOTAL DRAINAGE1 I 1 $25,500.00
10%CONTINGENCY1 I 1 $2,550.00
TOTAL UNIT 2-DRAINAGE1 I 1 $28,050.00
TOTAL UNIT 2- PAVING AND DRAINAGE1 $528,828.30
ALTERNATE B PROJECT TOTALI $953,876.55
SUMMARY:
WATER COST $260,755.00
SEWER COST $164,293.25
UNIT 1 TOTAL $425,048.25
PAVING SUBTOTAL $500,778.30
DRAINAGE SUBTOTAL $28,050.00
UNIT 2 TOTAL $528,828.30
TOTAL PROJECT COST $953,876.55
EB-4-18 11/12005
EXHIBIT"134"
CITY OF FORT WORTH, 2004 CIP -Hatcher Street(Quail LN.to Hardeman St.)
Engineer's Opinion of Probable Construction Cost
ASPHALTPAVEMENT ENGINEER'S ESTIMATE
Iteml Unit
No. I Description of Items Qty Unit Price Total
UNIT 1 -WATER LINE REPLACEMENT
1 Furnish and Install 8"PVC C900 CL 200 Water Line 700 LF $29.00 $20,300.0
2 Furnish and Install 12"PVC C900 CL 200 Water Line 0 LF $40.00 $0.00
3 Furnish and Install 6"MJ Gate Valve Box and Lid 0 EA $675.00 $0.00
4 Furnish and Install 8"MJ Gate Valve Box and Lid 2 EA $1,000.00 $2,000.00
5 Furnish and Install 12"MJ Gate Valve Box and Lid 0 EA $1,500.00 $0.00
6 Furnish and Install Ductile Iron Fittings 1 TON $3,500.00 1 $3,500.00
7 Connect to Existing 6"Water Line Includes Solid Sleeve 0 EA $455.00 $0.00
8 Connect to Existing 8"Water Line Includes Solid Sleeve 5 EA $530.00 $2,650.00
9 Connect to Existing 12"Water Line Includes Solid Sleeve 0 EA $715.00 $0.00
10 1"Water Service Tap to Main 4 EA $150.00 $600.00
11 2"Water Service Tap to Main 0 EA $405.00 $0.00
12 Furnish and Install 3/4"Copper Service Line on Private Property 20 LF $11.50 $230.00
13 Install 1"Water Service Main to Meter Short4 EA $255.00 $1,020. 0
14 Install 1"Water Service Main to Meter Lon 0 EA $500.00 $0.00
15 Install 2"Water Service Main to Meter Short0 EA $650.00 $0.00
16 Install 2"Water Service Main to Meter Lon 0 EA $850.00 $0.00
17 Install 1"Assesment Service Short 0 EA $315.00 $0.00
18 Install 1"Assesment Service Lon 0 EA $540.00 $0.00
19 Furnish and Install Class A Meter Box 4 EA $100.00 $400.00
20 Furnish and Install Class C Meter Box 0 EA $110.00 $0.00
21 Relocate Existing Service Meter and Box 0 EA $175.00 $0.00
22 Remove and Salvage Existing Fire Hydrant 0 EA $200.00 $0.00
23 Furnish and Install Standard Fire Hydrant,3'-6"Bua Depth 0 EA $1,850.00 $0.00
24 Furnish and Install Fire Hydrant Barrel Extension 0 EA $20.00 $0.00
25 Temporary Asphalt Pavement Repair 2"Hotmix on 6"FlexBase 760 LF $20.00 $15,200.00
26 Permanent Asphalt Pavement Repair Per Figure 2000-1 0 LF $45.00 $0.00
27 Permanent Concrerte Pavement Repair Per Figure 2000-2 0 LF $65.00 $0.00
28 Furnish and Install Temporary 2"Water Service 0.25 LS $30 000.00 1 $7,500.00
SUBTOTAL WATER LINE REPLACEMENT $53,400.00
10%CONTINGENCY1 1 1 $5,340.00
TOTAL WATER LINE REPLACEMENTI I 1 1 $58,740.00
UNIT 1 -SEWER LINE REPLACEMENT
1 Furnish and Install 8"PVC SDR 35 Sanitary Sewer Pie All Depths) 377 LF $45.00 $16,965.00
2 Furnish and Install 8"PVC Pressure Pie SDR 26 20 LF $48.00 $960.00
3 Furnish and Install 4"PVC Sanitary Sewer Service Line in Public ROW 65 LF $37.50 $2,437.50
4 Furnish and Install 4"PVC Schedule 40 Sanitary Sewer Service Line on Private Pi 10 LF $41.50 $415.00
5 4"Sanitary Sewer Service Connection to Sewer Main 2 EA $425.00 $850.00
6 Furnish and Install 2-Way Cleanout at Property Line 2 EA $325.00 $650.00
7 Furnish and Install Standard 48"Diameter Manhole 0'-6-Dee 3 1 EA $3,800.00 $11,400.00
8 Furnish and Install Standard 48"Diameter Manhole Extra Depth Over 6' Dee 6 VF $175.00 $1,050.00
9 Furnish and Install Gasketed Watertight Manhole Insert 3 EA $65.00 $195.00
10 Perform Vacuum Test for New Sanitary Sewer Manhole 3 EA $150.00 $450.00
11 Construct Concrete Collar 3 EA $450.00 $1,350.00
12 Temporary Asphalt Pavement Repair 2"HMAC on 6"Flexbase 437 LF $20.00 $8,740.00
13 1 Block Sodding Match Existing Sod Type) 6 SY $5.00 $30.00
14 1 Perforin Post Rehabilitation Television Inspection 1377 LF $1.50 $565.50
15 1 Furnish and Install Trench Safety Systems for Trenches over 5'Dee 1 377 1 LF $1.75 $659.75
SUBTOTAL SEWER LINE REPLACEMENT• I 1 $46,717.75
10%CONTINGENCY1 I 1 1 $4,671.78
TOTAL SEWER LINE REPLACEMENTI $51,389.53
TOTAL UNIT 1 -WATER AND SEWER LINE REPLACEMENTI $110,129.53
EB-4719 1111/2005
EXHIBIT"B-4"
CITY OF FORT WORTH, 2004 CIP - Hatcher Street(Quail LN.to Hardeman St.)
Engineer's Opinion of Probable Construction Cost
ASPHALT PAVEMENT ENGINEER'S ESTIMATE
Item Unit
No. I Description of Items Q Unit Price Total
UNIT 2-PAVING AND DRAINAGE BASE BID
1 Prosect Desi nation Sin 2 EA $300.00 $600.00
2 Borrow Excavation(Compacted in Place 20 Cy $12.00 $240.00
3 Remove Existing Concrete Driveways,Sidewalks etc. 3002 SY $3.00 $9,006.00
4 Remove Existing Concrete Curb and Gutter 1600 LF $1.00 $1,600.00
5 Remove Existing 6"Concrete Pavement 45 SY $9.00 $405.00
6 6"Reinforced Concrete Driveway Pavement 1210 1 SF $5.00 $6,050.00.
7 4"Reinforced Concrete Sidewalk and Leadwalk 1792 SF $3.00 $5,376.00
8 Construct Handicap Ram -Type 1 0 EA $300.00 $0.00
9 Construct Handicap Ram -Type 3 0 EA $300.00 $0.00
10 6"Asphalt Trabnsition Type"D" 33 SY $29.00 $957.00
11 4"Topsoil 39 Cy $12.50 $487.50
12 Water Valve Adjustment to Proposed Grade 5 EA $300.00 $1,500.00
13 Manhole Adjustment to Proposed Grade 1 4 1 EA $350.00 $1 400.00
14 lWater Meter Box Adjustment to Proposed Grade 4 EA $35.00 $140.00
15 1 Utility Adjustments 0.1 LS $15,000.00 $1,500.00
16 1 Erosion Control and Protection SWPPP 0.1 LS $5,000.00 $500.00
SUBTOTAL PAVING BASE BID $29,761.50
ALTERNATE A-ASPHALT PAVEMENT
Al I Unclassified Street Excavation 136 Cy $12.00 $1.632.00
A2 8"Lime Stabilized Sub rade 40#per SY 2667 SY $2.60 $6,934.20
A3 Lime for Sub rade Stabilization 53.5 TON $110.00 $5,885.00
A4 6"HMAC Pavement 2222 SY $18.50 $41,107.00
A5 7"Concrete Curb with 18"Gutter 1600 LF $12.00 $19,200.00
A6 7"Integral Concrete Curb 1 20 1 LF $2.00 $40.00
A7 Concrete Pavement Header 1 29 LF $12.00 $348,00
A8 7"Reinforced Concrete Valley Gutter 1 88 SY $50.00 1 $4,400.00
SUBTOTAL PAVING ALTERNATE Al $79,546.20
TOTAL PAVING ALTERNATE 1 $109,307.70
10%CONTINGENCYJ 1 $10,930.77
TOTAL UNIT 2-PAVING ALTERNATE Al120,238.47
UNIT 2-DRAINAGE
1 21"RCPT e III for Storm Drain 0 LF $63.00 $0.00
2 Remove Existing 5'Inlet 0 EA $500.00 $0.00
3 Remove Existing 10'Inlet 0 EA $750.00 $0.00
4 Remove Existing 20'Inlet 0 EA $1000.00 $0.00
5 Construct Standard 10'Inlet 0 EA $2,600.00 $0.00
6 Construct Standard 20'Inlet 0 1 EA $5,500.00 $0.00
7 Construct Standard Storm Drain Manhole Type 1 0 EA $5,000.00 $0.00
8 Connect to Existing Storm Drain Pie 0 EA $450.00 $0.00
9 Trench Excavation and Backfill for Storm Drain 0 LF $10.00 $0.00
10 Trench Safety Protection for Storm Drain 0 LF $1.00 $0.00
SUBTOTAL DRAINAGE1 I 1 $0.00
10%CONTINGENCY $0.00
TOTAL UNIT 2-DRAINAGE I 1 $0.00
TOTAL UNIT 2- PAVING AND DRAINAGE1 $120,238.47
ALTERNATE A PROJECT TOTALI $230,368.00
SUMMARY:
WATER COST $58,740.00
SEWER COST $51,389.53
UNIT 1 TOTAL $110,129.53
PAVING SUBTOTAL $120,238.47
DRAINAGE SUBTOTAL $0.00
UNIT 2 TOTAL $120,238.47
TOTAL PROJECT COST $230,368.00
EB-4-20 1 vvzooa
EXHIBIT"134"
CITY OF FORT WORTH, 2004 CIP -Hatcher Street(Quail LN.to Hardeman St.)
Engineer's Opinion of Probable Construction Cost
CONCRETE PAVEMENT ENGINEER'S ESTIMATE
Item Unit
No. I Description of Items Qt Unit Price Total
UNIT 1 -WATERLINE REPLACEMENT
1 Furnish and Install 8"PVC C900 CL 200 Water Line 700 LF $29.00 $20,300.00
2 Furnish and Install 12"PVC C900 CL 200 Water Line 0 LF $40.00 $0.00
3 Furnish and Install 6"MJ Gate Valve Box and Lid 0 EA $675.00 $0.00
4 Furnish and Install 8"MJ Gate Valve Box and Lid 2 1 EA $1,000.00 1 $2,000.00
5 Furnish and Install 12"MJ Gate Valve Box and Lid 0 1 EA $1,500.00 1 $0.00
6 Furnish and Install Ductile Iron Fittings 1 TON $3,500-00 $3,500.00
7 Connect to Existing 6"Water Line Includes Solid Sleeve 0 EA $455.00 $0.00
8 Connect to Existing 8"Water Line Includes Solid Sleeve 5 EA $530.00 $2,650.00
9 Connect to Existing 12"Water Line Includes Solid Sleeve 0 EA $715.00 $0.00
10 1"Water Service Tap to Main 4 EA $150.00 $600.00
11 2"Water Service Tap to Main 0 EA $405.00 $0.00
12 Furnish and Install 3/4"Copper Service Line on Private Property 20 1 LF $11.50 $230.00
13 Install 1"Water Service Main to Meter Short4 EA $255.00 $1,020.00
14 Install 1"Water Service Main to Meter Lon 0 EA $500.00 $0.00
15 Install 2"Water Service Main to Meter Short0 EA $650.00 $0.00
16 Install 2"Water Service Main to Meter Lon 0 EA $850.00 $0.00
17 Install 1"Assesment Service Short0 EA $315.00 $0.00
18 Install 1"Assesment Service Lon 0 EA $540.00 $0.00
19 Furnish and Install Class A Meter Box 4 1 EA $100.00 $400.00
20 Furnish and Install Class C Meter Box 0 1 EA $110.00 $0.00
21 Relocate Existing Service Meter and Box U760
EA $175.00 $0.00
22 Remove and Salvage ExistingFire Hydrant EA $200.00 $0.00
23 Furnish and Install Standard Fire Hydrant,T-6"Bu Depth EA $1,850.00 $0.00
24 Furnish and Install Fire Hydrant Barrel Extension EA $20.00 $0.00
25 Tem ora As halt Pavement Repair 2"Hotmix on 6"FlexBase LF $20.00 $15200.00
26 Permanent As halt Pavement Re air Per Fi ure 2000-1 LF $45.00 $0.00
27 Permanent Concrerte Pavement Re air Per Fi ure 2000-2 LF $65.00 $0.00
28 Fumish and Install Tem ora 2"Water Service LS $30,000.00 $7 500.00
SUBTOTAL WATER LINE REPLACEMENT1 1 $53,400.00
10%CONTINGENCY1 I 1 $5,340.00
TOTAL WATER LINE REPLACEMENT $58,740.00
r.�.- ' .. �.
UNIT 1 -SEWER LINE REPLACEMENT
1 Furnish and Install 8"PVC SDR 35 Sanitary Sewer Pie All Depths) 377 LF $45.00 $16,965.00
2 Furnish and Install 8"PVC Pressure Pie SDR 26 20 LF $48.00 $960.00
3 Furnish and Install 4"PVC Sanitary Sewer Service Line in Public ROW 65 LF $37.50 $2,437.50
4 Furnish and Install 4"PVC Schedule 40 Sanitary Sewer Service Line on Private P 10 LF $41.50 $415.00
5 4"Sanitary Sewer Service Connection to Sewer Main 2 EA $425.00 $850.00
6 Furnish and Install 2-Way Cleanout at Property Line 2 1 EA $325.00 $650.00
7 Furnish and Install Standard 48"Diameter Manhole 0'-6-Dee 3 EA $3,800.00 $11,400.00
8 Furnish and Install Standard 48"Diameter Manhole Extra Depth Over 6'Dee 6 VF $175.00 $1,050.0
9 Furnish and Install Gasketed Watertight Manhole Insert 3 EA $65.00 $195.00
10 Perform Vacuum Test for New Sanitary Sewer Manhole 3 EA $150.00 $450.00
11 Construct Concrete Collar 3 EA $450.00 1 $1,350.00
12 Temporary Asphalt Pavement Repair 2"HMAC on 6"Flexbase 437 LF $20.00 $8,740.00
13 Block Sodding Match Existing Sod Type) 6 SY $5.00 $30.00
14 1 Perform Post Rehabilitation Television Inspection 377 LF $1.50 $565.50
15 1 Furnish and Install Trench Safety Systems for Trenches over 5'Dee 377 1 LF $1.75 $659.75
SUBTOTAL SEWER LINE REPLACEMENTI I 1 $46,717.75
10%CONTINGENCY1 1 $4,671.78
TOTAL SEWER LINE REPLACEMENT $51,389.53
TOTAL UNIT 1 -WATER AND SEWER LINE REPLACEMENT1 $110,129.53
EB-4-21 11/1/2005
EXHIBIT"B-4"
CITY OF FORT WORTH, 2004 CIP - Hatcher Street(Quail LN,to Hardeman St.)
Engineer's Opinion of Probable Construction Cost
CONCRETE PAVEMENT ENGINEER'S ESTIMATE
Item Unit
No. I Description of Items Qtv Unit Price Total
UNIT 2-PAVING AND DRAINAGE BASE BID
1 Proiect Desi nation Sin 2 EA $300.00 $600.00
2 Borrow Excavation(Compacted in Place 20 CY $12.00 $240.00
3 Remove Existing Concrete Driveways, Sidewalks etc. 3002 SY $3.00 $9,006.00
4 Remove Existing Concrete Curb and Gutter 1600 LF $1.00 $1,600.00
5 Remove Existing 6"Concrete Pavement 45 SY $9.00 $405.00
6 6"Reinforced Concrete Driveway Pavement 1210 SF $5.00 $6,050.00
7 4"Reinforced Concrete Sidewalk and Leadwalk 1792 SF $3.00 $5,376.00
8 Construct Handicap Ram -Type 1 0 EA $300.00 $0.00
9 Construct Handicap Ram -TVpe 3 0 EA $300.00 $0.00
10 6"Asphalt Trabnsition Type"D" 33 1 SY $29.00 $957.00
11 4"Topsoil 39 CY $12.50 $487.50
12 Water Valve Adjustment to Proposed Grade 5 EA $300.00 $1,500. 0
13 Manhole Adjustment to Proposed Grade 4 EA $350.00 $1,400.00
14 Water Meter Box Adjustment to Proposed Grade 4 EA $35.00 $140.00
15 Utility Adjustments 0.1 LS $15 000.00 1 $1,500.00
16 Erosion Control and Protection SWPPP 0.1 LS $5,000.00 1 $500.00
SUBTOTAL PAVING BASE BID $29,761.50
ALTERNATE B-CONCRETE PAVEMENT
131 Unclassified Street Excavation 408 CY $12.00 $4,896.00
62 6"Lime Stabilized Sub rade 28#per SY 2667 SY $2.50 $6,667.50
133 Lime for Sub rade Stabilization 37 TON $110.00 $4,070.00
B4 6"Reinforced Concrete Pavement 2578 SY $24.00 $61,872.00
65 7"Integral Concrete Curb 1600 LF $12.00 $19,200.00
136 7"Concrete Curb with 18"Gutter 20 LF $2.00 1 $40.00
137 1 Silicone Joint Sealant 2881 LF $1.00 1 $2 881.00
SUBTOTAL PAVING ALTERNATE B $99,626.50
TOTAL PAVING ALTERNATE B $129,388.00
10%CONTINGENCY1 1 $12,938.80
TOTAL UNIT 2-PAVING ALTERNATE BI I 1 1 142,326.80
UNIT 2-DRAINAGE
1 21"RCP(Type III for Storm Drain 0 LF $63.00 $0.00
2 Remove Existing 5'Inlet 0 EA $500.00 $0.00
3 Remove Existing 10'Inlet 0 EA $750.00 $0.00
4 Remove Existing 20'Inlet 0 EA $1,000.00 $0.00
5 Construct Standard 10'Inlet 0 EA $2,600.00 $0.00
6 Construct Standard 20'Inlet 0 1 EA $5,500.00 $0.00
7 1 Construct Standard Storm Drain Manhole Type 1 0 EA $5,000.00 $0.00
8 1 Connect to Exi ting Storm Drain Pie 0 EA $450.00 $0.00
9 ITrench Excavation and Backfill for Storm Drain 0 LF $10.00 $0.00
10 ITrench Safety Protection for Storm Drain 0 LF $1.00 $0.00
SUBTOTAL DRAINAGE1 I 1 1 $0.00
10%CONTINGENCYJ I 1 1 $0.00
TOTAL UNIT 2-DRAINAGE1 I 1 $0.00
TOTAL UNIT 2- PAVING AND DRAINAGE1 $142,326.80
ALTERNATE B PROJECT TOTALI $252,456.33
SUMMARY:
WATER COST $58,740.00
SEWER COST $51,389.53
UNIT 1 TOTAL $110,129.53
PAVING SUBTOTAL $142,326.80
DRAINAGE SUBTOTAL $0.00
UNIT 2 TOTAL $142,326.80
TOTAL PROJECT COST $252,456.33
EB-4-22 1111f2005
EXHIBIT"134'
CITY OF FORT WORTH, 2004 CIP -Jennifer Court (Eastland St. to Eastland St.)
Engineer's Opinion of Probable Construction Cost
ASPHALT PAVEMENT ENGINEER'S ESTIMATE
Item Unit
No. I Description of Items Q Unit Price Total
UNIT 1 -WATER LINE REPLACEMENT
1 Furnish and Install 8"PVC C900 CL 200 Water Line 0 LF $29.00 $0.00
2 Furnish and Install 12"PVC C900 CL 200 Water Line 0 LF $40.00 $0.00
3 Furnish and Install 6"MJ Gate Valve Box and Lid 0 EA $675.00 $0.00
4 Furnish and Install 8"MJ Gate Valve Box and Lid 0 1 EA $1,000.00 $0.00
5 Furnish and Install 12"MJ Gate Valve Box and Lid 0 1 EA $1.500.00 $0.00
6 Furnish and Install Ductile Iron Fittings 0 TON $3,500.00 $0.00
7 Connect to Existing 6"Water Line Includes Solid Sleeve 0 EA $455.00 $0.00
8 Connect to Existing 8"Water Line Includes Solid Sleeve 0 EA $530.00 $0.00
9 Connect to Existing 12"Water Line Includes Solid Sleeve 0 EA $715.00 $0.00
10 1"Water Service Tap to Main 0 EA $150.00 $0.00
11 2"Water Service Tap to Main 0 EA $405.00 $0.00
12 Furnish and Install 3/4"Copper Service Line on Private Property 0 1 LF $11.50 $0.00
13 Install 1"Water ServiceMain to Meter Short0 EA $255.00 $0.00
14 Install 1"Water Service Main to Meter Lon 0 EA $500.00 $0.00
15 Install 2"Water Service Main to Meter Short 0 EA $650.00 $0.00
16 Install 2"Water Service Main to Meter Lon 0 EA $850.00 $0.00
17 Install 1"Assesment Service Short0 EA $315.00 $0.00
18 Install 1"Assesment Service Lon 0 EA $540.00 $0.00
19 Furnish and Install Class A Meter Box 0 1 EA $100.00 $0.00
20 Furnish and Install Class C Meter Box 0 EA $110.00 $0.00
21 Relocate Existing Service Meter and Box 0 EA $175.00 $0.00
22 Remove and Salvage Existing Fire Hydrant 0 EA $200.00 $0.00
23 Furnish and Install Standard Fire Hydrant,3'-6"Bury Depth 0 EA $1,850.00 $0.00
24 Furnish and Install Fire Hydrant Barrel Extension 0 EA $20.00 $0.00
25 Temporary As halt Pavement Repair 2"Hotmix on 6"FlexBase 0 LF $20.00 $0.00
26 Permanent Asphalt Pavement Repair Per Figure 2000-1 0 LF $45.00 $0.00
27 Permanent Concrerte Pavement Repair Per Figure 2000-2 0 LF $65.00 $0.00
28 Furnish and Install Temporary 2"Water Service 0 LS $30,000.00 $0.00
SUBTOTAL WATER LINE REPLACEMENTI I 1 $0.00
10%CONTINGENCY1 I I 1 $0.00
TOTAL WATER LINE REPLACEMENT $0.00
UNIT 1 -SEWER LINE REPLACEMENT
1 Furnish and Install 8"PVC SDR 35 Sanitary Sewer Pie All Depths) 1239 LF $45.00 $55,755.00
2 Furnish and Install 8"PVC Pressure Pie SDR 26 0 LF $48.00 $0.00
3 Furnish and Install 4"PVC Sanitary Sewer Service Line in Public ROW 908 LF $37.50 $34,050.00
4 Furnish and Install 4"PVC Schedule 40 Sanitary Sewer Service Line on Private Pi 190 LF $41.50 $7,885.00
5 4"Sanitary Sewer Service Connection to Sewer Main 38 EA $425.00 $16,150.00
6 Furnish and Install 2-Way Cleanout at Property Line 38 1 EA $325.00 1 $12,350.00
7 Furnish and Install Standard 48"Diameter Manhole 0'-6-Dee 3 EA $3,800.00 $11,400.00
8 Furnish and Install Standard 48"Diameter Manhole Extra Depth Over 6'Dee 6 VF $175.00 $1,050.00
9 Furnish and Install Gasketed Watertight Manhole Insert 3 EA $65.00 $195.00
10 Perform Vacuum Test for New Sanitary Sewer Manhole 3 EA $150.00 $450.00
11 Construct Concrete Collar 3 EA $450.00 $1,350.00
12 Temporary Asphalt Pavement Repair 2"HMAC on 6"Flexbase 1809 LF $20.00 $36,180.00
13 Block Sodding Match Existing Sod Type) 38 SY $5.00 $190.00
14 1 Perform Post Rehabilitation Television Inspection 1239 LF $1.50 $1,858.50
15 Furnish and Install Trench Safety Systems for Trenches over 5'Dee 1239 1 LF $1.75 1 $2 168.25
SUBTOTAL SEWER LINE REPLACEMENTI 1 1 $181,031.75
10%CONTINGENCYI I 1 $18,103.18
TOTAL SEWER LINE REPLACEMENTI $199,134.93
TOTAL UNIT 1 -WATER AND SEWER LINE REPLACEMENT $199,134.93
EB-4-23 `` i'ihrzoo5"'
EXHIBIT"134"
CITY OF FORT WORTH, 2004 CIP -Jennifer Court(Eastland St. to Eastland St.)
Engineer's Opinion of Probable Construction Cost
ASPHALT PAVEMENT ENGINEER'S ESTIMATE
Item Unit
No. Description of Items Qt Unit Price Total
UNIT 2-PAVING AND DRAINAGE BASE BID
1 Project Designation Sin 2 EA $300.00 $600.00
2 Borrow Excavation(Compacted in Place 20 CY $12.00 $240:00
3 Remove Existing Concrete Driveways,Sidewalks etc. 10891 SY $3.00 $32,673.00
4 Remove Existing Concrete Curb and Gutter 2504 LF $1.00 $2,504.00
5 Remove Existin 6"Concrete Pavement 0 SY $9.00 $0.00
6 6"Reinforced Concrete Driveway Pavement 875 SF $5.00 $4,375.00
7 4"Reinforced Concrete Sidewalk and Leadwalk 10016 SF $3.00 $30,048.00
8 Construct Handicap Ram -Type 1 0 EA $300.00 $0.00
9 Construct Handicap Ram -Type 3 0 EA $300.00 $0.00
10 6"Asphalt Trabnsition Type"D" 0 SY $29.00 $0.00
11 4"Topsoil 61 CY $12.50 $762.50
12 Water Valve Adjustment to Proposed Grade 2 EA $300.00 $600.00
13 Manhole Adjustment to Proposed Grade 2 EA $350.00 $700.00
14 Water Meter Box Adjustment to Proposed Grade 38 EA $35.00 $1,330.00
15 Utilitv Adjustments 0.15 LS $15,000.00 $2,250.00
16 Erosion Control and Protection SWPPP 0.15 LS $5,000.00 $750.00
SUBTOTAL PAVING BASE BID $76,832.50
ALTERNATE A-ASPHALT PAVEMENT
Al Unclassified Street Excavation 213 CY $12.00 $2,556.00
A2 8"Lime Stabilized Sub rade 40#per SY 4173 SY $2.60 $10,849.80
A3 Lime for Sub rade Stabilization 83.5 TON $110.00 $9,185.00
A4 6"HMAC Pavement 3478 SY $18.50 $64,343.00
A5 7"Concrete Curb with 18"Gutter 2504 LF $12.00 $30 048.00
A6 7"Integral Concrete Curb 20 1 LF $2.00 $40.00
A7 IConcrete Pavement Header 58 1 LF $12.00 1 $696.00
AS 7"Reinforced Concrete Valley Gutter 0 1 SY $50.00 1 $0.00
SUBTOTAL PAVING ALTERNATE Al $117,717.80
TOTAL PAVING ALTERNATE Al $194,550.30
10%CONTINGENCY1 I 1 $19,455.03
TOTAL UNIT 2-PAVING ALTERNATE Al214,005.33
UNIT 2-DRAINAGE
1 21"RCP(Type III for Storm Drain 0 LF $63.00 $0.00
2 Remove Existing 5'Inlet 0 EA $500.00 $0.00
3 Remove Existing 10'Inlet 0 EA $750.00 $0.00
4 Remove Existing 20'Inlet 0 EA $1,000.00 $0.00
5 Construct Standard 10'Inlet 0 EA $2,600.00 $0.00
6 Construct Standard 20'Inlet 0 1 EA $5,500.00 $0.00
7 Construct Standard Storm Drain Manhole Type 1 0 EA $5,000.00 $0.00
8 Connect to Existing Storm Drain Pie 0 EA $450.00 $0.00
9 Trench Excavation and Backfill for Storm Drain 0 LF $10.00 $0.00
10 Trench Safety Protection for Storm Drain 0 LF $1.00 $0.00
SUBTOTAL DRAINAGE1 I 1 $0.00
10%CONTINGENCY1 I 1 $0.00
TOTAL UNIT 2-DRAINAGE $0.00
TOTAL UNIT 2- PAVING AND DRAINAGE1 1 $214,005.33
ALTERNATE A PROJECT TOTAL 1 $413,140.26
SUMMARY:
WATER COST $0.00
SEWER COST $199,134.93
UNIT 1 TOTAL $199,134.93
PAVING SUBTOTAL $214,005.33
DRAINAGE SUBTOTAL $0.00
UNIT 2 TOTAL $214,005.33
TOTAL PROJECT COST $413,140.26
EB-4-24 11/1/2005
EXHIBIT"134"
CITY OF FORT WORTH, 2004 CIP -Jennifer Court(Eastland St.to Eastland St.)
Engineer's Opinion of Probable Construction Cost
CONCRETE PAVEMENT ENGINEER'S ESTIMATE
Item Unit
No. I Description of Items Qt Unit Price Total
UNIT 1 -WATER LINE REPLACEMENT
1 Furnish and Install 8"PVC C900 CL 200 Water Line 0 LF $29.00 $0.00
2 Furnish and Install 12"PVC C900 CL 200 Water Line 0 LF $40.00 $0.00
3 Furnish and Install 6"MJ Gate Valve Box and Lid 0 EA $675.00 $0.00
4 Fumish and Install 8"MJ Gate Valve Box and Lid 0 EA $1,000.00 $0.00
5 Fumish and Install 12"MJ Gate Valve Box and Lid 0 EA $1,500.00 $0.00
6 Fumish and Install Ductile Iron Fittings 0 TON $3,500.00 $0.00
7 Connect to Existing 6"Water Line Includes Solid Sleeve 0 EA $455.00 $0.00
8 Connect to Existing 8"Water Line Includes Solid Sleeve 0 EA $530.00 $0.00
9 Connect to Existing 12"Water Line Includes Solid Sleeve 0 EA $715.00 $0.00
10 1"Water Service Tap to Main 0 EA $150.00 $0.00
11 2"Water Service Tap to Main 0 EA $405.00 $0.00
12 Furnish and Install 3/4"Copper Service Line on Private Property 0 LF $11.50 $0.00
13 Install 1"Water Service Main to Meter Short 0 EA $255.00 $0.00
14 Install 1"Water ServiceMain to Meter Lon 0 EA $500.00 $0.00
15 Install 2"Water Service Main to Meter Short 0 EA $650.00 $0.00
16 Install 2"Water Service Main to Meter Lon 0 1 EA $850.00 1 0.00
17 Install 1"Assesment Service Short0 EA $315.00 1 $0.00
18 Install 1"Assesment Service Lon 0 EAM$540.00 $0.0019 Fumish and Install Class A Meter Box 0 EA $0.0020 Furnish and Install Class C Meter Box 0 EA $0.00
21 Relocate Existin Service Meter and Box 0 EA $0.00
22 Remove and Salva a Existin Fire H drant 0 EA $0.00
23 Fumish and Install Standard Fire H drant T-6"Bu De th 0 EA $0.00
24 Fumish and Install Fire H drant Barrel Extension 0 EA $20.00 $0.00
25 Temporary Asphalt Pavement Repair 2"Hotmix on 6"FlexBase 0 LF $20.00 1 $0.00
26 Permanent Asphalt Pavement Repair Per Figure 2000-1 0 LF $45.00 $0.00
27 Permanent Concrerte Pavement Repair Per Figure 2000-2 0 LF $65.00 $0.00
28 Fumish and Install Tem ora 2"Water Service 0 LS $30,0 0.00 $0.00
SUBTOTAL WATER LINE REPLACEMENT $0.00
10%CONTINGENCY $0.00
TOTAL WATER LINE REPLACEMENT $0.00
;;• ,. .^.:'- >, ra :• .i. ,. ? ,.. �� � a ^,:. "rr.., =` ,F?, a'�.1v2,
UNIT 1 -SEWER LINE REPLACEMENT
1 Fumish and Install 8"PVC SDR 35 Sanitary Sewer Pie All Depths) 1239 LF $45.00 $55,755.00
2 Fumish and Install 8"PVC Pressure Pie SDR 26 0 LF $48.00 $0.00
3 Fumish and Install 4"PVC Sanitary Sewer Service Line in Public ROW 908 LF $37.50 $34,050.00
4 Fumish and Install 4"PVC Schedule 40 Sanita Sewer Service Line on Private P 190 LF $41.50 $7,885.00
5 4"Sanitary Sewer Service Connection to Sewer Main 38 EA $425.00 $16,150.00
6 Furnish and Install 2-Way Cleanout at Property Line 38 EA $325.00 $12,350.00
7 Fumish and Install Standard 48"Diameter Manhole 0'-6-Dee 3 1 EA $3,800,00 $11,400.00
8 Fumish and Install Standard 48"Diameter Manhole Extra Depth Over 6'Dee 6 VF $175.00 $1,050.00
9 Fumish and Install Gasketed Watertight Manhole Insert 3 EA $65.00 $195.00
10 Perform Vacuum Test for New Sanitary Sewer Manhole 3 EA $150.00 $450.00
11 Construct Concrete Collar 3 EA $450.00 $1,350.00
12 Temporary Asphalt Pavement Repair 2"HMAC on 6"Flexbase 1809 LF $20.00 1 $36,180.00
13 1 Block Sodding Match Existing Sod Type) 38 SY $5.00 $190.00
14 1 Perform Post Rehabilitation Television Inspection 1 1239 LF $1.50 $1,858.50
15 1 Fumish and Install Trench Safety Systems for Trenches over 5'Dee 1239 LF $1.75 $2,168.25
SUBTOTAL SEWER LINE REPLACEMENT1 I 1 $181,031.75
10%CONTINGENCY T $18,103.18
TOTAL SEWER LINE REPLACEMENT1 $199,134.93
TOTAL UNIT 1 -WATER AND SEWER LINE REPLACEMENT1 $199,134.93
EB-4-25 1111rz005
EXHIBIT"B-4"
CITY OF FORT WORTH, 2004 CIP -Jennifer Court(Eastland St.to Eastland St.)
Engineer's Opinion of Probable Construction Cost
CONCRETE PAVEMENT ENGINEER'S ESTIMATE
Item Unit
No. I Description of Items Qtv Unit Price Total
UNIT 2-PAVING AND DRAINAGE BASE BID
1 Project Desi nation Sin 2 EA $300.00 $600.00
2 Borrow Excavation (Compacted in Place 20 CY $12.00 $240.00
3 Remove Existing Concrete Driveways,Sidewalks etc. 10891 SY $3.00 $32,673.00
4 Remove Existing Concrete Curb and Gutter 2504 LF $1.00 $2,504.00
5 Remove Existing 6"Concrete Pavement 0 SY $9.00 $0.00
6 6"Reinforced Concrete Driveway Pavement 875 SF $5.00 $4,375.00
7 4"Reinforced Concrete Sidewalk and Leadwalk 10016 SF $3.00 1 $30,048.00
8 Construct Handicap Ram -Type 1 0 EA $300.00 $0.00
9 Construct Handicap Ram -Type 3 0 EA $300.00 $0.00
10 6"Asphalt Trabnsition Type"D" 0 SY $29.00 $0.00
11 4"Topsoil 61 CY $12.50 $762.50
12 Water Valve Adjustment to Proposed Grade 2 EA $300.00 $600.00
13 Manhole Adjustment to Proposed Grade 2 EA $350.00 $700.00
14 Water Meter Box Adjustment to Proposed Grade 38 1 EA $35.001 $1,330.00
15 Utility Ad•ustments 1 0.15 1 LS $15,0 0.00 1 $2,250.00
16 Erosion Control and Protection SWPPP 0.15 LS $5 000.00 1 $750.00
SUBTOTAL PAVING BASE BID $76,832.50
ALTERNATE B-CONCRETE PAVEMENT
B1 Unclassified Street Excavation 639 CY $12.00 $7,668.00
B2 6"Lime Stabilized Sub rade 28#per SY 4173 SY $2.50 $10,432.50
B3 Lime for Sub rade Stabilization 58 TON $110.00 $6,380.00
B4 6"Reinforced Concrete Pavement 4034 SY $24.00 $96,816.00
B5 7"Inte ral Concrete Curb 2504 LF $12.00 $30,048.00
B6 7"Concrete Curb with 18"Gutter 20 LF $2.00 $40.00
B7 ISilicone Joint Sealant 1 51881 LF 1 $1.00 1 $5,188.00
SUBTOTAL PAVING ALTERNATE B $156,572.50
TOTAL PAVING ALTERNATE B $233,405.00
10%CONTINGENCYJ 1 $23,340.50
TOTAL UNIT 2-PAVING ALTERNATE BI 1 1 256,745.50
UNIT 2-DRAINAGE
1 21"RCP(Type III for Storm Drain 0 LF $63.00 $0.00
2 Remove Existing 5'Inlet 0 EA $500.00 $0.00
3 Remove Existing 10'Inlet 0 EA $750.00 $0.00
4 Remove Existing 20'Inlet 0 EA $1,000.00 $0.00
5 Construct Standard 10'Inlet 0 EA $2,600.00 $0.00
6 Construct Standard 20'Inlet 0 EA $5,500.00 $0.00
7 1 Construct Standard Storm Drain Manhole Type 1 0 EA $5,000.00 $0.00
8 Connect to Existing Storm Drain Pie 0 EA $450.00 $0.00
9 Trench Excavation and Backfill for Storm Drain 0 LF $10.00 $0.00
10 Trench Safe Protection for Storm Drain 0 LF $1.00 $0.00
SUBTOTAL DRAINAGE1 I 1 1 $0.00
10%CONTINGENCY1 I 1 1 $0.00
TOTAL UNIT 2-DRAINAGE1 I I 1 $0.00
TOTAL UNIT 2- PAVING AND DRAINAGE1 1 $256,745.50
ALTERNATE B PROJECT TOTALI $455,880.43
SUMMARY:
WATER COST $0.00
SEWER COST $199,134.93
UNIT 1 TOTAL $199,134.93
PAVING SUBTOTAL $256,745.50
DRAINAGE SUBTOTAL $0.00
UNIT 2 TOTAL $256,745.50
TOTAL PROJECT COST $455,880.43
EB-4-26 11/112005
EXHIBIT"B-4"
. n
CITY OF FORT WORTH, 2004 CIP -Whitehall Street(Miller Ave. to Pate St.)
Engineer's Opinion of Probable Construction Cost
ASPHALT PAVEMENT ENGINEER'S ESTIMATE
Item Unit
No. I Description of Items Qt Unit Price Total
UNIT 1 -WATER LINE REPLACEMENT
1 Furnish and Install 8"PVC C900 CL 200 Water Line 0 LF $29.00 $0.00
2 Furnish and Install 12"PVC C900 CL 200 Water Line 0 LF $40.00 $0.00
3 Furnish and Install 6"MJ Gate Valve Box and Lid 0 EA $675.00 $0.00
4 Furnish and Install 8"MJ Gate Valve Box and Lid 0 1 EA $1,000.00 1 $0.00
5 Furnish and Install 12"MJ Gate Valve Box and Lid 0 EA $1,500.00 $0.00
6 Furnish and Install Ductile Iron Fittings 0 TON $3,500.00 $0.00
7 Connect to Existing 6"Water Line Includes Solid Sleeve 0 EA $455.00 $0.00
8 Connect to Existing 8"Water Line includes Solid Sleeve 0 EA $530.00 $0.00
9 Connect to Existing 12"Water Line Includes Solid Sleeve 0 EA $715.00 $0.00
10 1"Water Service Tap to Main 0 EA $150.00 $0.00
11 2"Water Service Tap to Main 0 EA- $405.001 $0.00
12 Furnish and Install 3/4"Copper Service Line on Private Property 0 LF $11.50 $0.00
13 Install 1"Water Service Main to Meter Short0 1 EA $255.00 $0.00
14 Install 1"Water Service Main to Meter Lon 0 EA $500.00 $0.00
15 Install 2"Water Service Main to Meter Short0 EA $650.00 $0.00
16 Install 2"Water Service Main to Meter Lon 0 EA $850.00 $0.00
17 Install 1"Assesment Service Short 0 EA $315.00 $0.00
18 Install 1"Assesment Service Lon 0 EA $540.00 $0.00
19 Furnish and Install Class A Meter Box 0 EA $100.00 $0.00
20 Furnish and Install Class C Meter Box 0 1 EA $110.00 1 $0.00
21 Relocate Existing Service Meter and Box 0 EA $175.00 $0.00
22 Remove and Salvage Existing Fire Hydrant 0 EA $200.00 $0.00
23 Furnish and Install Standard Fire H drant 3'-6"Bury Depth 0 EA $1 850.00 $0.00
24 Furnish and Install Fire Hydrant Barrel Extension 0 EA $20.00 $0.00
25 Temporary Asphalt Pavement Repair 2"Hotmix on 6"FlexBase 0 LF $20.00 $0.00
26 Permanent Asphalt Pavement Repair Per Figure 2000-1 0 LF 1 5.00 $0.00
27 Permanent Concrerte Pavement Repair Per Figure 2000-2 0 LF 1 $65.00 $0.00
28 Furnish and Install Temporary 2"Water Service 1 0 LS 1 $30,000.00 $0.00
SUBTOTAL WATER LINE REPLACEMENT $0.00
10%CONTINGENCY1 I 1 $0.00
TOTAL WATER LINE REPLACEMENT $0.00
UNIT 1 -SEWER LINE REPLACEMENT
1 Furnish and Install 8"PVC SDR 35 Sanitary Sewer Pie All Depths) 683 LF $45.00 $30,735.00
2 Furnish and Install 8"PVC Pressure Pie SDR 26 0 LF $48.00 $0.00
3 Furnish and Install 4"PVC Sanitary Sewer Service Line in Public ROW 600 LF $37.50 $22,500.00
4 Furnish and Install 4"PVC Schedule 40 Sanitary Sewer Service Line on Private P 120 LF $41.50 $4,98 .00
5 4"Sanitary Sewer Service Connection to Sewer Main 24 EA $425.00 $10,20 .00
6 Furnish and Install 2-Way Cleanout at Property Line 24 1 EA $325.00 $7,800.00
7 Furnish and Install Standard 48"Diameter Manhole 0'-6-Dee 3 EA $3,800.00 $11,400.00
8 Furnish and Install Standard 48"Diameter Manhole Extra Depth Over 6'Dee 6 VF $175.00 $1,050.00
9 Furnish and Install Gasketed Watertight Manhole Insert 3 EA $65.00 $195.00
10 Perform Vacuum Test for New Sanitary Sewer Manhole 3 EA $150.00 $450.00
11 Construct Concrete Collar 3 EA $450.00 $1,350.00
12 Temporary Asphalt Pavement Repair 2"HMAC on 6"Flexbase 1043 LF $20.00 $20,860.00
13 Block Sodding Match Existing Sod Type) 24 1 SY I $5.00 $120.00
14 Perform Post Rehabilitation Television Inspection 1 683 1 LF $1.50 $1,024.50
15 Furnish and Install Trench Safety Systems for Trenches over 5'Dee 683 LF $1.75 $1,195.25
SUBTOTAL SEWER LINE REPLACEMENT $113,859.75
10%CONTINGENCY $11,385.98
TOTAL SEWER LINE REPLACEMENT1 $125,245.73
TOTAL UNIT 1 -WATER AND SEWER LINE REPLACEMENT $125,245.73
EB-4-27 111112005
EXHIBIT"B4"
CITY OF FORT WORTH, 2004 CIP -Whitehall Street(Miller Ave.to Pate St.)
Engineer's Opinion of Probable Construction Cost
ASPHALT PAVEMENT ENGINEER'S ESTIMATE
Item Unit
No. I Description of Items Q Unit Price Total
UNIT 2-PAVING AND DRAINAGE BASE BID
1 Project Desi nation Sin 2 EA $300.00 $600.00
2 Borrow Excavation(Compacted in Place 20 CY $12.00 $240.00
3 Remove Existing Concrete Drivewa s Sidewalks etc. 10455 SY $3.00 $31,365.00
4 Remove Existing Concrete Curb and Gutter 1500 LF $1.00 $1 500.00
5 Remove Existing 6"Concrete Pavement 0 SY $9.00 $0.00
6 6"Reinforced Concrete DrivewaV Pavement 4455 SF $5.00 $22,275.00
7 4"Reinforced Concrete Sidewalk and Leadwalk 6000 SF $3.00 $18,000.00
8 Construct Handicap Ram -T e 1 4 EA $300.00 $1,200.00
9 Construct Handicap Ram -TVpe 3 0 EA $300.00 $0.00
10 6"Asphalt Trabnsition Type"D" 0 1 SY $29.00 1 $0.00
11 4"Topsoil 37 1 CY $12.50 $462.50
12 Water Valve Adjustment to Proposed Grade 2 EA $300.00 $600.00
13 Manhole Adjustment to Proposed Grade 2 EA $350.00 $700.00
14 Water Meter Box Adjustment to Proposed Grade 24 EA $35.00 $840.00
15 Utility Adjustments 0.09 LS $15 000.00 $1,350.00
16 Erosion Control and Protection SWPPP 0.09 LS $5,000.00 $450.00
SUBTOTAL PAVING BASE BID $79,582.50
ALTERNATE A-ASPHALT PAVEMENT
Al Unclassified Street Excavation 128 CY $12.00 $1,536.00
A2 8"Lime Stabilized Sub rade 40#per SY 2500 SY $2.60 $6,500.00
A3 Lime for Sub rade Stabilization 50 TON $110.00 $5,500.00
A4 6"HMAC Pavement 2083 SY $18.50 $38,535.50
A5 7"Concrete Curb with 18"Gutter 1500 LF $12.00 $18,000.00
A6 7"Integral Concrete Curb 1 20 1 LF $2.00 $40.00
A7 lConcrete Pavement Header 1 0 1 LF $12.00 $0.00
A8 7"Reinforced Concrete Valley Gutter 1 0 1 SY $50.00 1 $0.00
SUBTOTAL PAVING ALTERNATE Al $70,111.50
TOTAL PAVING ALTERNATE Al $149,694.00
10%CONTINGENCYF I 1 1 $14,969.40
TOTAL UNIT 2-PAVING ALTERNATE Al164,663.40
UNIT 2-DRAINAGE
1 21"RCP(Type III for Storm Drain 0 LF $63.00 $0.00
2 Remove Existing 5'Inlet 1 EA $500.00 $500.00
3 Remove Existing 10'Inlet 1 EA $750.00 $750.00
4 Remove Existing 20'Inlet 0 EA $1,000.00 $0.00
5 Construct Standard 10'Inlet 2 EA $2,600.00 $5,200.00
6 Construct Standard 20'Inlet 0 1 EA $5,500.00 $0.00
7 Construct Standard Storm Drain Manhole Type 1 0 EA $5,000.00 $0.00
8 Connect to Existing Storm Drain Pie 0 EA $450.00 $0.00
9 Trench Excavation and Backfill for Storm Drain 0 LF $10.00 $0.00
10 Trench Safety Protection for Storm Drain 0 LF $1.00 $0.00
SUBTOTAL DRAINAGE1 I 1 $6,450.00
10%CONTINGENCY1 I 1 1 $645.00
TOTAL UNIT 2-DRAINAGE1 1 1 $7,095.00
TOTAL UNIT 2- PAVING AND DRAINAGE1 1 $171,758.40
ALTERNATE A PROJECT TOTALI $297,004.13
SUMMARY:
WATER COST $0.00
SEWER COST $125,245.73
UNIT 1 TOTAL $125,245.73
PAVING SUBTOTAL $164,663.40
DRAINAGE SUBTOTAL $7,095.00
UNIT 2 TOTAL $171,758.40
TOTAL PROJECT COST $297,004.13
EB-4-28 11/1/2005
EXHIBIT"BA"
CITY OF FORT WORTH, 2004 CIP -Whitehall Street(Miller Ave. to Pate St.)
Engineer's Opinion of Probable Construction Cost
CONCRETE PAVEMENT ENGINEER'S ESTIMATE
Item Unit
No. I Description of Items Qty Unit Price Total
UNIT 1 -WATER LINE REPLACEMENT
1 Furnish and Install 8"PVC C900 CL 200 Water Line 0 LF $29.00 $0.00
2 Furnish and Install 12"PVC C900 CL 200 Water Line 0 LF $40.00 $0.00
3 Furnish and Install 6"MJ Gate Valve Box and Lid 0 EA $675.00 $0.00
4 Furnish and Install 8"MJ Gate Valve Box and Lid 0 1 EA $1,000.001 $0.00
5 Furnish and Install 12"MJ Gate Valve Box and Lid 0 EA $1,500.00 $0.00
6 Furnish and Install Ductile Iron Fittings 0 TON $3,500.00 $0.00
7 lConnect to Existing 6"Water Line Includes Solid Sleeve 0 EA $455.00 $0.00
8 Connect to Existing 8"Water Line Includes Solid Sleeve 0 EA $530.00 $0.00
9 Connect to Existing 12"Water Line Includes Solid Sleeve 0 EA $715.00 $0.00
10 1"Water Service Tap to Main 0 EA $150.00 $0.00
11 2"Water Service Tap to Main 0 1 EA $405.00 1 $0.00
12 Furnish and Install 3/4"Copper Service Line on Private Property 0 LF $11.50 $0.00
13 Install 1"Water Service Main to Meter Short0 EA $255.00 $0.00
14 Install 1"Water ServiceMain to Meter Lon 0 EA $500.00 $0.00
15 Install 2"Water Service Main to Meter Short 0 EA $650.00 $0.00
16 Install 2"Water ServiceMain to Meter Lon 0 EA $850.00 $0.00
17 Install 1"Assesment Service Short0 EA $315.00 $0.00
18 Install 1"Assesment Service Lon 0 1 EA $540.00 1 $0.00
19 Furnish and Install Class A Meter Box 0 EA $100.00 $0.00
20 Furnish and Install Class C Meter Box 0 EA $110.00 $0.00
21 Relocate Existing Service Meter and Box 0 EA $175.00 $0.00
22 Remove and Salvage Existing Fire Hydrant 0 EA $200.00 $0.00
23 Furnish and Install Standard Fire Hydrant,3'-6"Bury Depth 0 EA $1,850.00 $0.00
24 Furnish and Install Fire Hydrant Barrel Extension 0 EA $20.00 $0.00
25 Temporary Asphalt Pavement Repair 2"Hotmix on 6"FlexBase 0 1 LF $20.001 $0.00
26 Permanent Asphalt Pavement Repair Per Figure 2000-1 0 LF $45.00 $0.00
27 Permanent Concrerte Pavement Repair Per Figure 2000-2 0 LF $65.00 $0.00
28 Furnish and Install Tem ora 2"Water Service 0 LS $30,000.00 $0.00
SUBTOTAL WATER LINE REPLACEMENTI I 1 1 $0.00
10%CONTINGENCY1 I 1 1 $0.00
TOTAL WATER LINE REPLACEMENTI I 1 $0.00
UNIT 1 -SEWER LINE REPLACEMENT
1 Furnish and Install 8"PVC SDR 35 Sanitary Sewer Pie All Depths) 683 LF $45.00 $30,735.00
2 Furnish and Install 8"PVC Pressure Pie SDR 26 0 LF $48.00 $0.00
3 Furnish and Install 4"PVC Sanitary Sewer Service Line in Public ROW 600 LF $37.50 $22,500.00
4 Furnish and Install 4"PVC Schedule 40 Sanitary Sewer Service Line on Private Pi 120 LF $41.50 $4,980.00
5 4"Sanitary Sewer Service Connection to Sewer Main 24 EA $425.00 $10,200.00
6 Furnish and Install 2-Way Cleanout at Property Line 24 EA $325.00 $7,800.00
7 Furnish and Install Standard 48"Diameter Manhole 0'-6-Dee 3 EA $3,800.00 1 $11,400.00
8 Furnish and Install Standard 48"Diameter Manhole Extra Depth Over 6'Dee 6 VF $175.00 $1,050.00
9 Furnish and Install Gasketed Watertight Manhole Insert 3 EA $65.00 $195.00
10 Perform Vacuum Test for New Sanita Sewer Manhole 3 EA $150.00 $450.00
11 Construct Concrete Collar 3 EA $450.00 $1,350.00
12 Temporary Asphalt Pavement Repair 2"HMAC on 6"Flexbase 1043 LF $20.00 $20,86000
13 1 Block Soddinq Match Existing Sod Type) 24 SY 1 $5.00 $120.00
14 1 Perform Post Rehabilitation Television Inspection 683 LF 1 $1.50 $1,024.50
15 1 Furnish and Install Trench Safety Systems for Trenches over 5'Dee 683 LF 1 $1.75 $1 195.25
SUBTOTAL SEWER LINE REPLACEMENTI I 1 $113,859.75
10%CONTINGENCYI 1 $11,385.98
TOTAL SEWER LINE REPLACEMENTI $125,245.73
TOTAL UNIT 1 -WATER AND SEWER LINE REPLACEMENTI $125,245.73
EB-4-29 11/1/2005
EXHIBIT"134"
w
CITY OF FORT WORTH, 2004 CIP -Whitehall Street(Miller Ave.to Pate St.)
Engineer's Opinion of Probable Construction Cost
CONCRETE PAVEMENT ENGINEER'S ESTIMATE
Item Unit
No. I Description of Items Q Unit Price Total
UNIT 2-PAVING AND DRAINAGE BASE BID
1 Project Desi nation Sin 2 EA $300.00 $600.00
2 Borrow Excavation(Compacted in Place 20 CY $12.00 $240.00
3 Remove Existing Concrete Driveways,Sidewalks etc. 10455 SY $3.00 $31,365.00
4 Remove Existing Concrete Curb and Gutter 1500 LF $1.00 $1,500.00
5 Remove Existing 6"Concrete Pavement 0 SY $9.00 $0.00
6 6"Reinforced Concrete Driveway Pavement 4455 SF $5.00 $22,275.00
7 4"Reinforced Concrete Sidewalk and Leadwalk 6000 SF $3.00 $18,000.00
8 Construct Handicap Ram -T e 1 4 EA $300.00 $1,200.00
9 Construct Handicap Ram -Type 3 0 EA $300.00 $0.00
10 6"Asphalt Trabnsition Type"D" 0 1 SY $29.00 1 $0.00
11 4"Topsoil 37 1 CY $12.50 $462.50
12 Water Valve Adjustment to Proposed Grade 2 EA $300.00 $600.00
13 1 Manhole Adjustment to Proposed Grade 2 EA $350.00 $700.00
14 lWater Meter Box Adjustment to Proposed Grade 24 EA $35.00 $840.00
15 1 Utility Adjustments 0.09 LS $15,000.00 $1,350.00
16 1 Erosion Control and Protection SWPPP 0.09 LS $5,000.00 $450.00
SUBTOTAL PAVING BASE BID $79,582.50
ALTERNATE B-CONCRETE PAVEMENT
131 Unclassified Street Excavation 384 CY $12.00 $4,608.00
B2 6"Lime Stabilized Sub rade 28#per SY 2500 SY $2.50 $6,250.00
B3 Lime for Sub rade Stabilization 35 TON $110.00 $3,850.00
B4 6"Reinforced Concrete Pavement 2417 SY $24.00 $58,008.00
B5 7"Integral Concrete Curb 1500 LF $12.00 $18,000.00
B6 7"Concrete Curb with 18"Gutter 20 LF 1 $2.00 1 $40.00
B7 I Silicone Joint Sealant 3137 LF 1 $1.00 $3 137.00
SUBTOTAL PAVING ALTERNATE B $93,893.00
TOTAL PAVING ALTERNATE B $173,475.50
10U/-.CONTINGENCyj I 1 1 $17,347.55
TOTAL UNIT 2-PAVING ALTERNATE-AT- 190,823.05
UNIT 2-DRAINAGE
1 21"RCP(Type III for Storm Drain 0 LF $63.00 $0.00
2 Remove Existing 5'Inlet 1 EA $500.00 $500.00
3 Remove Existing 10'Inlet 1 EA $750.00 $750.00
4 Remove Existing 20'Inlet 0 EA $1,000.00 $0.00
5 Construct Standard 10' Inlet 2 EA $2,600.00 $5,200.00
6 Construct Standard 20'Inlet 0 1 EA $5,500.00 1 $0.00
7 Construct Standard Storm Drain Manhole Type 1 0 EA $5,000.00 $0.00
8 Connect to Existing Storm Drain Pie 0 EA $450.00 $0.00
9 Trench Excavation and Backfill for Storm Drain 0 LF $10.00 $0.00
10 Trench Safety Protection for Storm Drain 0 LF $1.00 $0.00
SUBTOTAL DRAINAGE1 I 1 1 $6,450.00
10%CONTINGENCY $645.00
TOTAL UNIT 2-DRAINAGE I I 1 1 $7,095.00
TOTAL UNIT 2- PAVING AND DRAINAGE $197,918.05
ALTERNATE B PROJECT f6TA-LF $323,163.78
SUMMARY:
WATER COST $0.00
SEWER COST $125,245.73
UNIT 1 TOTAL $125,245.73
PAVING SUBTOTAL $190,823.05
DRAINAGE SUBTOTAL $7,095.00
UNIT 2 TOTAL $197,918.05
TOTAL PROJECT COST $323,163.78
EB-4-30 1111rz005
ATTACHMENT "C"
AMMENDMENT TO THE STANDARD AGREEMENT
2004 CAPITAL IMPROVEMENTS PROJECTS — Contract 33
1. Section IV, Paragraph G of the Standard Form of Agreement does not apply to this
contract.
2. Section IV, Paragraph N of the Standard Form of Agreement does not apply to this
contract.
3. The following paragraphs from Attachment"A", Phase 5 do not apply to this contract:
a. Paragraph 22) SITE VISITS
b. Paragraph 23) SHOP DRAWING REVIEW
c. Paragraph 24) INSTRUCTIONS TO CONTRACTOR
d. Paragraph 26) RECORD DRAWINGS
EC1-1
CITY OF FORT WORTH
YEAR THREE 2004 CAPITAL IMPROVEMENTS PROGRAM
CONTRACT 33
CITY PROJECT NO.00272
ATTACHMENT D-SCHEDULE OF DESIGN SERVICES
2005 2006 2007
Activity Name Anticipated Anticipated %
Start Date Finish Date Complete Nov Dec Jan Feb MarApr May Jun Jul Aug Sept Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug'Sept Oct Nov
1 YEAR THREE 2004 CIP-CONTRACT 33 11121/05 10124/06 0.0%
2 NOTICE TO PROCEED 11/21/05 0.0%
3 CONCEPTUAL DESIGN(30%) 11/21/05 1120106 0.0%
4 Topographic Survey 11/28105 12/23105 0.0% - - _ -- -
5 Prepare Conceptual Engineering Plans
6 Water and Sewer 11/21105 12/23105 0.0%
7 Paving and Drainage -- - 11/21/05 116/06 0.0%
8 Submit Conceptual Engineering Plans
9 Water and Sewer 116/06 1/6/06 0.0%
10 Paving and Drainage 116/06 1/6/06 0.0% V
11 City Review_. 1215105 12/16105 0.0%
12 Attend Neighborhood Meeting 2/7106 218106 0.0% V
13 PRELIMINARY DESIGN(60%) 1123106 518106 0.0%
14 Address City Review Comments
15 Water and Sewer Plans 1/23/06 2117106 0.0%
16 Paving and Drainage Plans 1123106 4121106 0.0%
17 Submit Preliminary Plans,Specifications and Estimates
18 Water and Sewer 4121106 4/21106 0.0% V
19 Paving and Drainage 4/21/06 4/21/06 0.0% V
20 City Review... 3120106 3131106 0.0%
21 Franchise Utility Relocations 4124106 6/24/06 0.0%
22 PRE-FINAL DESIGN(90%) 5/8106 5126106 0.0%
23 Address City Review Comments
24 Water and Sewer 518106 5119106 0.0% t�
25 Paving and Drainage 5/8/06 5119/06 0.0% VW
26 Submit Pre-Final Plans,Specifications and Estimates
4 Nov Dec Jan Feb Mar Apr.May Jun Jul Aug Sept Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sept,Oct Nov
t
NOTE:12 Month Construction Schedule assumes all streets in construction concurrently
FWP 2004 CIP Contract 33 Schedule.its Prepared By:RJN Group,Inc.
REVJSED Nov 9,2005
1,
*�d
� •3
t
i
I
��;
4 `-
CITY OF FORT WORTH
YEAR THREE 2004 CAPITAL IMPROVEMENTS PROGRAM
CONTRACT 33
CITY PROJECT NO.00272
ATTACHMENT D-SCHEDULE OF DESIGN SERVICES
2005 2006 2007
Activity Name Anticipated Anticipated % -
Start Date Finish Date Complete Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sept Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sept Oct Nov
27 Water and Sewer 5/22106 5/22106 0.0%
i
28 Paving and Drainage 5122/06 5/22106 0.0%
29 City Review... 5/22106 5/26106 0.0%
30 FINAL PS&E(CONSTRUCTION DOCUMENTS) 5/29106 6/7106 0.01/
31 Prepare and Submit Construction Documents 5/29106 617/06 _ 0.0%
32 Circulate Plans for Signatures 5/29/06 612/06 0.0%
33 BID SOLICITATION AND AWARD
34 Advertise Project 6/8/06 r 6/22106 0.0% ♦-♦
35 Open Bids - 7/13/06 7/13106 0.0%
36 M&C Circulation Process 7/13/06 8/3/06 0.0%
37 Council Award 8/15/06 8/15/06 0.0%
38 Execute Contract Documents 8/16/06 10/20/06 0.0%
39 CONSTRUCTION PHASE SERVICES
40 Attend Pre-Construction Neighborhood Meeting 10/26/06 10/26/06 0.0%
41 Attend Pre-Construction Meeting 10/31/06 10/31/06 0.0%
42 Construction
43 Water and Sewer 1116/06 11/3/07 0.0%
44 Paving and Drainage 11/6/06 1112/07 0.0%
45 Final Inspection 11/2/07 0.0%
Nov Dec Jan Feb Mar Apr May Jun Jul I Aug Sept Oct NoviDecj Jan I Feb''Marl Apr mayl Jun I Jul Aug Sept Oct JNoov
NOTE:,12 Month Construction Schedule assumes all streets in construction concurrently
FWR4004 CIP Contract 33 Schedule.fts Prepared By:RJN Group,Inc.
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City of Fort Worth, Texas
Mayor and Council Communication
COUNCIL ACTION: Approved on 1/10/2006 - Ordinance No. 16753-1-2006
DATE: Tuesday, January 10, 2006
LOG NAME: 30HATCHER00272 REFERENCE NO.: **C-21243
SUBJECT:
Adopt Appropriation Ordinance and Authorize an Engineering Agreement with RJN Group, Inc., for
Pavement Reconstruction and Water and Sanitary Sewer Main Replacements on Portions of
Hatcher Street, Chickasaw Avenue, Jennifer Court, Lois Street, Norris Street, Sydney Street and
Whitehall Street (City Project No. 00272)
RECOMMENDATION:
It is recommended that the City Council:
1, Authorize the transfer of $115,452.56 from the Water and Sewer Operating Fund to the Water Capital
Project Fund in the amount of$49,871.83 and Sewer Capital Project Fund in the amount of$65,580.73;
2. Adopt the attached appropriation ordinance increasing estimated receipts and appropriations in the
Water Capital Project Fund in the amount of$49,871.83 and the Sewer Capital Project Fund in the amount
of$65,580.73, from available funds; and
3. Authorize the City Manager to execute an engineering agreement with RJN Group, Inc., in the amount
of $221,908.05 for pavement reconstruction and water and sanitary sewer main replacement on Hatcher
Street (Quails Lane to Hardeman Street), Chickasaw Avenue (Shackleford Street to Miller Avenue),
Jennifer Court (Eastland Street to Eastland Street), Lois Street (Sydney Street to East Dead End), Norris
Street (Crouch Avenue to East Dead End), Sydney Street (East Berry Street to Reed Street) and Whitehall
Street (Miller Avenue to Pate Drive).
DISCUSSION:
The 2004 Capital Improvement Program (CIP) includes funds for Pavement reconstruction and Water and
Sewer Operating Fund includes funds for water and sanitary sewer main replacement on Hatcher Street
(Quails Lane to Hardeman Street), Chickasaw Avenue (Shackleford Street to Miller Avenue), Jennifer Court
(Eastland Street to Eastland Street), Lois Street (Sydney Street to East Dead End), Norris Street (Crouch
Avenue to East Dead End), Sydney Street (East Berry Street to Reed Street) and Whitehall Street (Miller
Avenue to Pate Drive).
This project consists of the preparation of plans and specifications for the replacement of water and sanitary
sewer mains and pavement reconstruction on the above identified streets.
RJN Group, Inc., proposes to perform the necessary design work for a lump sum fee of $221,908.05. City
staff considers this fee to be fair and reasonable for the scope of services proposed.
In addition to the contract amount $39,029.86 (water: $7,249.50; sewer: $5,630.63; and streets:
$26,149.73) is required for project management by the Engineering Department.
Logname: 30HATCHER00272 Page 1 of 2
RJN Group, Inc., is in compliance with the City's M/WBE Ordinance by committing to 24% M/WBE
participation. The City's goal on the project is 24%.
This project is located in COUNCIL DISTRICT 5, Mapsco 78U and Z; 79S and W: and 92C.
FISCAL INFORMATION/CERTIFICATION:
The Finance Director certifies that upon approval and completion of recommendation 1, and the adoption of
the attached appropriation ordinance, funds will be available in the current capital budgets, as appropriated,
of the Water Capital Project Fund, the Sewer Capital Project Fund and the Street Improvement Fund.
TO Fund/Account/Centers FROM Fund/Account/Centers
1&2ZP253 472045 605170027200 $49,871.83 1)PE45 538070 0609020 $49.871.83
1&2)P258 472045 705170027200 $65.580.73 1)PE45 538070 0709020 $65,580.73
2)P253 531350 605170027210 $600.00 3)P253 531200 605170027231 $11,163.24
2)P253 531350 605170027220 $429.00 3)P253 531200 605170027232 $22,326.49
2)P253 531350 605170027231 $1,608.75 3)P253 531200 605170027233 $3,721.08
22)P253 531200 605170027231 $11.163.24 33)P253 531200 605170027251 $5,411.52
2ZP253 531350 605170027232 $3,217.50 3)P258 531200 705170027231 $15.634.17
2)P253 531200 605170027232 $22.326.49 3)P258 531200 705170027232 $31,268.35
2)P253 531350 605170027233 $536.25 3)P258 531200 705170027233 $5,211.39
2)P253 531200 605170027233 $3,721.08 3)P258 531200 705170027251 $7,836.19
2)P253 531200 605170027251 $5,411.52 3)C200 531200 205400027231 $31.257.40
2)P253 531350 605170027260 $429.00 3)C200 531200 205400027232 $62.514.80
2)P253 533010 605170027281 $429.00 3)C200 531200 205400027233 $10,419.13
2)P258 531350 705170027210 $341.25 3)C200 531200 205400027251 $15.144.29
2)P258 531350 705170027220 $341.25
2)P258 531350 705170027231 $1,279.69
2)P258 531200 705170027231 $15,634.17
2)P258 531350 705170027232 $2,559.38
2)P258 531200 705170027232 $31.268.35
2)P258 531350 705170027233 $426.56
2)P258 531200 705170027233 $5,211.39
2)P258 531200 705170027251 $7,836.19
2)P258 531350 705170027260 $341.25
2)P258 533010 705170027281 $341.25
Submitted for City Manager's Office by: Marc Ott (8476)
Originating Department Head: A. Douglas Rademaker (6157)
Additional Information Contact: A. Douglas Rademaker (6157)
Logname: 30HATCHER00272 Page 2 of 2