HomeMy WebLinkAboutContract 37534STATE OF TEXAS 8 CITY SECRETARY CONTRACT NO.
COUNTY OF TARRANT 8
WHEREAS, the City of Fort TnTorth (CITY) and Teague Nall and Perkins,
Inc., (ENGINEER) made and entered into City Secretary Contract No. 32378,
(the CONTRACT) which was authorized by the City Council by M&C C�20954 on
the 6th day of September, 2005; and subsequently revised by Amendment
Number 1 which was authorized by the City Council on the 12th day of
December, 2006 (M&C C-21883);
WHEREAS, the Contract involves engineering services for the following
project:
WHEREAS, it has become necessary to execute Amendment No. 2 to said
Contract to include an increased scope of work and revised maximum fee;
NOW THEREFORE, CITY and ENGINEER, acting herein by and through their
duly authorized representatives, enter into the following agreement,
which amends the Contract:
1.
Article I of the Contract is amended to include the additional
engineering services specified in the proposal letter dated April 18,
2008, 2008, copies of which are attached hereto and incorporated herein.
The cost to City for the additional design services to be performed by
Engineer total $126,900.00.
Article II of the
the maximum fee to
performed under the
the City for all
$2,193,606.00.
2.
Contract is amended to provide for an increase in
be paid to Engineer for all work and services
Contract, as amended, so that the total fee paid by
work and services shall not exceed the sum of
OFFICIAL RECORD'
CITY SECRETARY
FT. WORTH, TX
Page -1 -
09-05-0£� PO4:3"I IN
ORIGINAL
3.
All other provisions of the Contract, which
herein, shall remain in full force and effectm
are not expressly amended
EXECUTED on this the UT��_ day of ��In� 2008 in
Fort Worth, Tarrant County, Texas.
Marty Hendr
City Secretary
Fernando Costa
Assistant City Manager
C-22981
Contract Authorization
August 19, 2008
Date
Greg i on P.E•
Actin r, Transportation/Public Works Department
TEAGUE NALL and PERKINS, INC.
ENGINEER
Ty Hilton Vice President
APPROVED A� TO FORM _AND LEGALITY:
Amy Ramsey/
Assistant City Attorney
Page -2-
OFFICIAL RECORD'
CITY SECRETARY
T. WORTH, TX
Civil Engineering Surveying Landscape Architecture Planning
April 18, 2008
Mr. Michael R. Weiss P.E.
City of Fort Worth
Department of Engineering
1000 Throckmorton
Fort Worth, Texas 76102
Re: Golden Triangle Boulevard Widening
From: IH 35W To: US 377
Fee Proposal for Contract Amendment No. 2
Dear Mr. Weiss:
Teague Nall and Perkins, Inc. is submitting this fee Amendment to the above referenced contract
based on additional services requested. The following is a brief description and cost for the
additional services to be provided on this project:
Additional Services: Design water line relocations, extensions and abandonments necessary
to accommodate the widening of Golden Triangle Boulevard to a four -lane divided roadway
from IH 35W to US 377.
The scope of the work for the water system adjustments was discussed in a meeting with
the Water Department held on April 9, 2008. The water line relocations will be a separate
construction contract from the roadway work. TNP will utilize survey data gathered for the
.. A%Ap. %t xAAA, .,;n, mrninr+ fir+ho xh,a+Pr iinP riPsinno therefore. no additional survev effort is
required. Specific items of work are summarized below:
1. Relocate (lower) the existing 164ch water line in Golden Triangle in eight (8)
locations where it conflicts with proposed storm drain culvert crossing;.
2. Relocate (lower) the existing 124ch waterline on the south side of Golden Triangle
where it conflicts with two proposed storm drain crossings.
3. Relocate the existing 8-inch and 21-inch water lines in Alta Vista where they conflict
with proposed storm drain improvements.
4. Extend a new 164nch water line in Golden Triangle approximately 950 feet from its
present terminus to just east of the future Park Vista Boulevard intersection.
5. Extend a new 12-inch water line in Golden Triangle Boulevard approximately 4800
feet from the future Park Vista Boulevard intersection to just east of the Sports
Parkway intersection.
6. Abandon and / or remove approximately 15,000 feet of old 6-inch and 8-inch water
line that was part of the old City of Keller water system. Customers connected to the
old mains will be reconnected to the 16 inch water line.
1100 Macon Street Fort Worth, Texas 76102 817.336.5773 phone 817.336.2813 fax
�niw�ni tnn-nnline.com
Mr. Michael R. Weiss, PE, April 18, 2008, Page 2014
7. Relocate existing fire hydrants that are in conflict with the proposed roadway
improvements.
8. Prepare traffic control plans and stormwater pollution prevention plans necessary for
the water line relocations.
A summary of the engineering fees for this amendment are presented below:
• Basic Services for Water Relocation Design
• Printing
• Preparation of Traffic Control Plans
• Preparation of Stormwater Pollution Prevention Plans
Total Contract Amendment No. 2
$ 102,000.00
$ 9,900.00
$ 10,000.00
$ 5, 000.00
$ 126,900.00
Thank you for consideration of this contract amendment request. If you have any questions, please
Jo not hesitate to call me.
Sincerely,
TEAGUE NALL AND PERKINS, INC.
Ty
ilton, P.E.
Attachments: Exhibit A-1 Supplemental Scope of Services
Exhibit B Opinion of Probable Construction Cost
Exhibit C Project Schedule
v:\projects\ftw05210\design wntractWnendment #2.doc
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:
Golden Triangle Boulevard Water Line Relocations
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.
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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, 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 public 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 line prior to advertising the project for
bid. If the service flow line information cannot be obtained during design
survey, the Engineer shall delay the design of the sewer service line until
after the start of construction. The CITY will then direct the Contractor to
de -hole the 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 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
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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
The ENGIENER shall submit a progress 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 and 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
corners and building corners in backyards.
Profile existing water and/or sewer line centerline.
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Compile base plan from field survey data at 1 "-40' scale.
Obtain permission for surveying through private property. Locate
horizontal and vertical alignment of utility lines, existing utilities, trees,
fences, walls, etc., horizontally along rear lot lines in an
approximately 20' wide strip. In addition, locate all rear house corners
and building corners in backyards. Compile base plan from field
survey data at 1" = 40' horizontal and 1" = 4' vertical scale.
When conducting design survey at any location on the project, the
consultant or its sub -consultant shall carry readily visible information
identifying the name of the company and the company
representative. All company vehicles shall also be readily identified.
b. Engineer will provide the following information:
All plans, field notes, plats, maps, legal descriptions, or other
specified documents prepared in conjunction with the requested
services shall be provided in a digital format compatible with the
electronic data collection and computer aided design and drafting
software currently in use by the CITY Department of Engineering.
All text data such as plan and profile, legal descriptions, coordinate
files, cut sheets, etc., shall be provided in the American Standard
Code for Information Interchange (ASCII) format, all drawing files
shall be provided in MicroStation (DGN) or Autocad (DWG or DXF)
format (currently Release 2002), or as otherwise approved in writing
by the CITY, and all data colleted generated during the course of
the project shall become the property of the CITY.
The minimum information to be provided in the plans shall include
the following:
1. A Project Control Sheet, showing ALL Control Points, used
or set while gathering data. Generally on a scale of not less
than 1:400:
2. The following information about each Control Point;
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a. Identified (Existing City Monument #8901, PK Nail,
5/8" Iron Rod)
b. X, Y and Z Coordinates, in an identified coordinate
system, and a referred bearing base. Z coordinate
on City Datum only.
c. Descriptive Location (Ex. Set in the centerline of the
inlet in the South curb line of North Side Drive at the
East end of radius at the Southeast corner of North
Side Drive and North Main Street).
3. Coordinates on all P.C.'s, P.T.'s, P.I.'s, Manholes, Valves,
etc., in the same coordinate system, as the Control Points.
4. No less than two bench marks plan/profile sheet.
5. Bearings given on all proposed centerlines, or baselines.
6. Station equations relating utilities to paving, when
appropriate.
7. Obtain the "foot print" of all properties where the sanitary
sewer service line is to be relocated or rerouted.
ii. Public Notification and Personnel/Vehicle Identification
a. Prior to conducting design survey, ENGINEER will notify
affected residents of the project in writing. The notification letter
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.
b. When conducting site visits to the project location, the
ENGINEER or any of its sub -consultants shall carry readily
visible information identifying the name of the company and the
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company representative. All company vehicles shall also be
readily identifiable.
Conceptual Engineering Plan Submittal
a. Conceptual plans shall be submitted to City 100 working
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 includes layouts,
preliminary right-of-way needs and cost estimates for the
ENGINEER's recommended plan. ENGINEER shall perform
remaining field surveys required for final design of selected
route(s). The ENGINEER shall also evaluate the phasing of
the water, sanitary sewer, street and drainage work, and
shall submit such evaluation in writing to the City as a part of
the concept phase of the project. All design shall be in
conformance with Fort Worth Water Department policy and
procedure for processing water and sewer design.
ENGINEER shall review the City's water and sewer master
plan, 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)A
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.
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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.
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g. The ENGINEER will prepare standard and special detail
sheets for water line installation and sewer rehabilitation or
replacement that are not already included in the D-Section
of the City's specifications. These may include connection
details between various parts of the project, tunneling
details, boring and jacking details, waterline relocations,
details unique to the construction of the project, trenchless
details, and special service lateral reconnections.
h. Right -of -Way Research
The ENGINEER will conduct preliminary research for
availability of existing easements where open -cut
construction or relocation of existing alignments is probable.
Temporary and permanent easements will be appropriated
based on available information and recommendations will be
made for approval by the City.
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
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Coordinator for forwarding to all utility companies, which
have facilities within the limits of the project.
k. Preliminary construction plan submittal
i. Preliminary plans and specifications shall be
submitted to City 80 working days after approval of
Part B, Paragraph iii (b).
ii. The ENGINEER shall deliver two (2) sets of
preliminary construction plans and two (2) sets of
specifications and contract documents to CITY for
review. Generally, plan sheets shall be organized as
follows:
Cover Sheet
General Notes/Legand
Easement layout (if applicable)
Abandonment
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.
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m. Public Meeting
After the preliminary plans have been reviewed and approved
by the City, the ENGINEER shall prepare project exhibits,
provide the CITY with the database listing the names and
addresses of all residents and business to be affected by the
proposed project, and attend public meeting to help explain the
proposed project to residents. The CITY shall select a suitable
location and mail the invitation letters to the affected customers.
3. Final Construction Plan Submittal
a. Final Construction Documents shall be submitted to CITY 60 working 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:
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.
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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 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 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.
be accepted. PDF files shall conform to naming
conventions as follows:
I. Water and Sewer file name example — "X-
35667_org36.pdf' where "X-35667" is the assigned
file number obtained from the City of Fort Worth,
"_org" designating the file is of an original plan set,
1136" shall be the total number of sheets in this file.
Example: X-12755_org18.pdf
11. TPW file name example — "WA 956_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. Floppy disks,
zip disks e-mail flash media will not be accepted.
4. For information on the proper manner to submit PDF files
and to obtain a file number for the project, contact the
Department of Engineering Vault at telephone number (817)
392.8426. File numbers will not be issued to a project
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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. 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.
PART D —CONSTRUCTION STAKING —NOT INCLUDED IN THIS CONTRACT
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TEAGUE NALL AND PERKINS, INC.
April 16, 2008
CONSULTING ENGINEERS
OPINION OF PROBABLE COST
(Pre -Design Phase)
EXHIBIT B
PROJECT NAME:
Golden Triangle Boulevard Utility
Relocations
CLIENT:
CITY OF FORT WORTH,
TEXAS
Descri
tion
Unit
Unit Cost
Quanti
Total
Water.
OFItem
1 16" Water Line Lowering
EA
$10,000
8
$80,000
2 21" Water Line Relocation
LF
$250
450
$112,500
3 12" Water Line Relocation
LF
$200
150
$30,000
4 8" Water Line Relocation
LF
$150
450
$67,500
5 16" Gate Valve and Vault
EA
$109000
2
$20,000
6 20" Gate Valve and Vault
LF
$151000
1
$15,000
7 12" Gate Valve and Box
LF
$21000
1
$2,000
8 8" Gate Valve and Box
LF
$1,200
2
$2,400
9 Relocate Fire Hydrant
EA
$2,000
5
$10,000
Subtotal
$33%400.00
Extensions
LF
$75
950
$71,250
16" Water Line
LF
$60
5,100
$306,000
F12
12" Water Line
LF
$45
11250
$56,250
8" Water Line
8" Water Line Other Than
Open Cut
LF
$150
280
$42,000
14
Fire H drant Assembl
EA
$3,500
13
$45,500
16" Gate Valve and Vault
EA
$10,000
1
$10,000
12" Gate Valve and BoxEA
$2,000
6
$12,000
F16
8" Gate Valve and BoxEA
$1,200
20
$24,000
Cl/D.I Fittin s
TN
$4,000
5
$20,000
Connect to ExistingWater
Line
EA
$2,000
4
$8,000
20
Blow -Off Valve
EA
$4,500
2
$9,000
21
2" Air Release Valve
EA
$3,500
1
$3,500
Subtotal
$6079500.00
Abandon Old System
22 jAbandon / Remove Existing
6" and 8" Water Lines
LF
$51
1000
$75,000
23 TReconnect Services to 16"
Water Line
EA
$5,000
5
$25,000
Subtotal
$100,000600
General
24 Traffic Control
LS
$301000
1
$30,000
25 SW3P
LS
$15,000
1
$15,000
Subtotal
$45,000.00
SUB -TOTAL
CONST. COST:
$1,091,900,00
CONTINGENCY 15% :
$164,100.00
TOTAL ESTIMATED CONST. COST:
$1,256,000.00
File Name: V:\Projects\FTW05210\Design Contract\Amendment No 2\Estimate Golden Triangel Water Relocations.xls, Estimate
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Page 1 of
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DATE: Tuesday, August 19, 2008
LOG NAME: 20GOLDENTRI-2
REFERENCE NO.: C-22981
gUB�ECT:
Authorize Execution of Amendment No. 2 in the AmounDes� n2o fGo den Triangle Boulevardnfrom
No. 32378 with a e35W to US 37d7 and (Adopt Appropr'ation Ordinance
Interstate Highw y � � ��
RECOMMENDATION:
It is recommended that the City Council:
1. Authorize the transfer of $126,900.00 from the Water and Sewer Operating Fund to the Water Capital
Projects Fund;
ro riation ordinance increasing receipts and appropriations in the Water Capital
2. Adopt the attached app p
Project Fund in the amount of $126,900.00; and
3. Authorize the City Manager to Execute Amendmenin °• for the design of wat 61ine0improvements aloang
Contract No. 32378 with Teague Nall and Perkins, ,
Golden Triangle Boulevard from Interstate Highway 35W to US 377 thereby increasing the contract amount
to $2,193,606.00.
DISCUSSION:
On September 6, 2005, (M&C C-20954) the City Council authorized the City Manager t 275 00 for
Engineering Services Contract 32378 with TelevardNrom Interstate Highway 35W tooUS 37$3as a four -lane
the schematic design of Golden Triangle Bou
divided arterial street.
On December 12, 2006, (M&C C-21883) the City
Amendment No. 1 to Engineering Services Contract
a S 377 for al total contrat cost of'$2i066,706 00. olden
U
Council authorized the City Manager to execute
34416 with Teague Nall and Perkins, Inc., in the
Triangle Boulevard from Interstate Highway 35W to
This contract amendment is needed for the following design services:
relocation of various waterlines in conflict with proposed storm drains and culverts;
- extension of an existing waterline 5,750 feet from its present terminus to east of the Sports Parkway
intersection; and
- abandonment of old waterlines.
Teague Nall and Perkins, Inc., has
lump sum fee of $126,900.00. City
services to be performed.
proposed to complete the final design plans and specifications for a
Staff considers this fee to be fair and reasonable for the scope of
8/2C
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Page 20
Teague Nall and Perkins, Inc., is in compliance with the City's M/WBE Ordinance by committing to 16
percent M/WBE participation on this amendment. The City's goal on this project is 16 percent.
This project is located in COUNCIL DISTRICT 2, Mapsco 21 L, M Cl"d R; 22N, P, Q, L and M; and 23 J. It is
anticipated that the Texas Department of Transportation (TxDOT) will let the roadway project for
construction in early 2009.
FISCAL INFORMATION/CERTIFICATION:
The Finance Director certifies that funds upon approval of the above recommendation and adoption of the
attached appropriation ordinance, funds will be available in the current capital budget, as appropriated, of
the Water Capital Projects Fund.
TO Fund/Account/Centers
a) $38,070.00
P253 472045 602170014031
2) $38,070900
P253 531200 602170014031
2) $76,140,00
P253 472045 602170014032
P253 531200 602170014032 $76,140.00
P253 472045 602170014033
$12,690.00
P253 531200 602170014033
$12,690000
Submitted for City Manager's Office by:
Originating ®epartment Head:
Additional Information Contact:
FROM Fund/Account/Centers
1) DE45 538070 0609020 $126,900.00
P253 531200 602170014031 $38,070.00
P253 531200 602170014032 $76,140.00
P253 531200 602170014033 $12,690.00
Fernando Costa (8476)
Greg Simmons (7862)
Frank Crumb (8246)
http://apps. cfwnet. org/council_packet/Reports/mc_print. asp
8/20/200
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