HomeMy WebLinkAboutContract 35704 AMENDMENT NO. 1
STATE OF TEXAS S CITY SECRETARY CONTRACT NO. 2 lU4
(M&C Required)
COUNTY OF TARRANT S
WHEREAS, the City of Fort Worth (City) and Kimley-Horn and
Associates, Inc. , (Engineer) made and entered into City Secretary
Contract No. 31710, (the Contract) which was authorized by the City
Council by M&C C-20632 on the $5th day of April 2005; and
WHEREAS, the Contract involves engineering services for the
following project:
Water and Sanitary Sewer Relocations for SH-121T (Southwest
Parkway) , Part 2 from Southwest Hulen Street to Alta Mesa
Boulevard.
WHEREAS, it has become necessary to execute Amendment No. 1 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 M&C C-22300, adopted by the City
Council on the 9th day of August 2007, and further amplified in a
proposal letter dated May 23, 2007, copies of which are both attached
hereto and incorporated herein. The cost to City for the additional
services to be performed by Engineer total $493,392.00.
2.
Article II, of the Contract is amended to provide for an increase in
the maximum fee to be paid to Engineer for all work and services
performed under the Contract, as amended, so that the total fee paid by
the City for all work and services shall not exceed the sum of
$1,107,311.00.
121
ORIGINAL
3.
All other provisions of the Contract which are not expressly amended
herein shall remain in full force and effect.
EXECUTED on this the ��day of Plow-, 2007, in Fort Worth,
Tarrant County, Texas.
ATTEST:rn &AA:�A6� 2-
Cosatr - Authorization
Marty Hendr
City Secretary Date
APPROV OMMENDED: OVE
A. Douglas Rademaker, P.E. Marc A. Ott
Director, Department of Engineering Assistant City Manager
KIMLEY-HORN AND ASSOCIATES, INC.
Engineer
By: li
Name:Glenn Gary, P.E.
5<6:O.- Vice-President
801 Cherry Street, Suite 1100
Fort Worth, TX 76102
APPROVED TO ��LEGALITY:
Assist t ty Attorney
-2-
❑�❑ Kimley-Horn
and Associates, Inc.
May 23,2007 •
Suite 1025
801 Cherry Street,Unit 11
Fort Worth,Texas
Mr. Liam Conlon 76102
Project Manager
City of Fort Worth Department of Engineering
900 Monroe Street, Suite 201
Fort Worth,TX 76102
Re: Water and Sanitary Sewer Relocations for SH-121T(Southwest Parkway),
Part 2
Additional Services—Amendment No. 1
KHA No. 061018028
City Project No. 00204
Dear Liam:
Due to additional services requested by the City as part of the Water and Sanitary
Sewer Relocations for SH-121T(Southwest Parkway), Part 2, Kimley-Horn has
performed or will perform the work outlined in the following items:
Item 1 (Coordination Meetings)
In the original scope of services, Kimley-Horn would attend a total of twenty-six
(26)coordination meetings with the City, design engineers for Arborlawn, SH-
121T, and other utility relocation projects. Due to the change in the project
schedule,the City has requested that Kimley-Horn attend additional weekly to
biweekly coordination meetings for this project. This amendment will add an
additional thirty-five (35)coordination meetings (three(3)meetings with the City
and seventeen(17)monthly coordination meetings)for this project.
Item 2 (Additional Water and Sanitary Sewer Design)
The City has requested Kimley-Horn to perform the following additional water
and sanitary sewer relocations for the SH-121T project:
• Part 11 Water Dutch Branch and Granbury 16-inch water line—Due to
the unknown roadway design for Dirks/Alta Mesa,the City requested
Kimley-Horn to design 5,650 LF of 16-inch water line along Dutch
Branch Road and Granbury Boulevard. This alignment also requires the
design of traffic control plans for Dutch Branch and Granbury.
• Part 11 Sanitary Sewer Dutch Branch 8-inch sanitary sewer—The
proposed bridge columns for the SH-121T crossing over Dutch Branch
■
TEL 817 335 6511
FAX 817 335 5070
Mr.Liam Conlon,May 23,2007,Page 2
Kimley-Horn
and Associates, Inc.
are in conflict with the existing 8-inch sanitary sewer line located on the
south side of the right-of-way. This conflict was identified in the Section
Engineer's 30% design submittal. Kimley-Horn will prepare the design
for the relocation of approximately 800 LF of 8-inch sanitary sewer for
this project.
• Overton Ridge 16-inch and 12-inch water lines—From our review of the
NTTA conceptual design for SH-12IT, it was determined that the
proposed bridge columns were in conflict with the existing 16-inch water
line in Overton Ridge Blvd. This water line was not included in the
original contact and the City requested Kimley-Horn to design the
relocation of approximately 1,600 LF of 16-inch and 12-inch water lines.
Upon our completion of the preliminary design,the NTTA Section
Engineer's submitted the 30% design plans for our review. The 30%
plans had revised the bridge to span Overton Ridge and not be in conflict
with the existing 16-inch water line. Kimley-Horn was 40%complete
when we stopped the design.
• Bellaire water and sanitary sewer lines—The City requested Kimley-
Horn to design 125 LF of water and 125 LF of sanitary sewer extensions
for the proposed and future developments north and south of Bellaire
Drive. The extensions included the connections to the existing 24-inch
water and 42-inch sanitary sewer lines.
• Toll Plaza water and sanitary sewer services—Per the City's request,
Kimley-Horn prepared conceptual designs for each of the remote toll
plazas based on the City's and NTTA's preferred alignments. The
NTTA preferred alignment included 5,000 LF of 8-inch water lines and
5,800 LF of sanitary sewer lines. The City's preferred alignment
included 5,000 LF of 1-inch water services and a combination of 350 LF
of 6-inch, 4,800 LF of 4-inch, and 650 LF of 2-inch (low pressure)
sanitary sewer lines. On November 21,2006,NTTA notified the City
that the toll plazas would be removed from the project and the City
would not be required to extend services to the toll plazas. Kimley-Horn
was 15% complete when we stopped the design. The original contract
included 200 LF of 8-inch sanitary sewer line north of Oakmont Blvd.
near the Baylor All Saints hospital. Kimley-Horn was 10% complete
with this design prior to the change in scope.
• NTTA Changes from Preliminary Design to Final Design—Upon review
of the 30% Section 3 design,Kimley-Horn determined the proposed
alignments for Part 7A the 18-inch sanitary sewer line south of Overton
Ridge and Part 3 the 24-inch water line along SH-183 would need to be
redesigned from the Preliminary to Final design. Kimley-Horn was
required to redesign approximately 1,400 LF of sanitary sewer and 600
LF of water line due to the NTTA changes.
''6 I p�Sn�x� n1i1
�. t
Mr.Liam Conlon,May 23,2007,Page 3
C�❑ Kimley-Horn
and Associates, Inc.
• Part 7B Oakmont 16-inch and 12-inch water lines—From our review
with the City's Field Operations Division, it was determined that the
proposed water line alignment for the Oakmont Blvd. water lines would
be difficult to maintain. Kimley-Horn and the City determined a new
alignment for the water lines as shown in Exhibit 1. The City directed
Kimley-Horn to proceed with the revised alignment of 3,200 LF of 16-
inch, 1,900 LF of 12-inch, and 650 LF of 10-inch water lines. These
alignments are outside the SH-121T right-of-way and will require
coordination with the property owners and additional easements. The
original design was 95%complete prior to the change in scope.
• Part 13 Harris Parkway 16-inch water line—The City has revised the
alignment of Harris Parkway and required a new development to install
part of the proposed 16-inch water line. Kimley-Horn received the
conceptual alignment for Harris Parkway on January 12, 2007. Kimley-
Horn will design 1,850 LF of 16-inch water line along Harris Parkway.
Part of this scope includes two meetings and coordination with the City's
roadway design team. The original contract included the design of 2,600
LF of 16-inch water line along Harris Parkway. Kimley-Horn had
performed 10% of this work prior to the change in scope.
• Part 13 Alta Mesa Blvd. /Dirks Road 24-inch water line—The City and
NTTA provided Kimley-Horn with the conceptual alignment of Dirks
Road on October 4, 2006. On April 11, 2007, Kimley-Horn attended a
meeting with the Dirk's roadway design consultant to discuss the
proposed water line alignment and location. Kimley-Horn has revised
the 24-inch water line alignment to be relocated from Granbury Road to
Harris Parkway(5,300 LF)to coordinate with the new Dirks Road
alignment and the proposed SH-121T retaining wall locations. The
original contract included the design of 1,700 LF of 24-inch water line
on Dirks Road from Harris Parkway to SH-121T east right-of-way line.
Kimley-Horn had completed 10% of the work under the original contract
prior to the change in the alignment.
• Part 3 SH-183 and Bryant Irvin 24-inch, 16-inch, and 8-inch water lines
and 24-inch sanitary sewer—The original scope included the design of
800 LF of 16-inch and 750 LF of 8-inch water lines. The City requested
the 16-inch water line crossing to be designed as a 24-inch water line.
Kimley-Horn will design 975 LF of 24-inch, 175 LF of 16-inch, 200 LF
of 12-inch and 200 LF of 8-inch water lines for this project.
• Part 13 Dirks Temporary 12-inch water line—Due to the timing of the
Harris Parkway 16-inch water line,the connection to the existing water
system will require the shut down of the maim water feed to the
southwest medical district and surrounding area which includes two
Mr.Liam Conlon,May 23,2007,Page 4
�i�❑ Kimley-Horn
and Associates, Inc.
major hospitals. With this line shutdown, there will not be an adequate
water supply to serve this area. The City has requested Kimley-Horn to
design 700 LF of a temporary 12-inch water line along Dirks Road that
will replace the main feed that will be shut down during this
reconnection. The temporary line will connect the existing 24-inch at the
intersection of the future SH-121T and Dirks Road to the existing 24-
inch water line constructed for the Ambulatory Center Development.
The 12-inch water line will be added to the Harris Parkway 16-inch
water line plans and will not include a profile design.
Item 3 (Survey and Easements)
In the original scope for this project, Kimley-Horn would provide 14,000 LF of
design survey and five(5)easements for the SH-121T Project. Due to the
changes in the design list above, Kimley-Horn will provide an additional 12,900
LF of design survey and twenty(20)additional easements for a total of 26,900
LF of design survey and twenty five(25) easements for this project.
Item 4(Review of Section Engineer's Plans)
For the original project schedule, Kimley-Horn would base their design on the
NTTA conceptual plans and would have the designs complete prior to the
Section Engineer's 30% submittals. Due to changes in the NTTA design,the
water and sanitary sewer designs were delayed to allow for the 60% and in some
cases 90% submittals by the NTTA Section Engineers. NTTA is also requiring
the Section Engineers to resubmit their 60%plans. The City requested Kimley-
Horn to review and provide written comments for the NTTA Section Engineer's
30%, 60%, 60%resubmittal, and 90% submittals.
Item 5(SH-121T Master Schedule and OPCC)
To track the schedule and budget for the City's water and sanitary sewer
relocation projects associated with the SH-121T Project,the City requested
Kimley-Horn to prepare and periodically update a spreadsheet and exhibits with
the schedules and OPCC for each of the water and sanitary sewer projects.
Kimley-Horn has also attended four(4)meetings with the City to review the
Master Schedule and OPCC.
Item 6 (Additional Bidding and Construction Phase Services)
The original scope of services included preparing one (1)bid package for this
project. Based on the revised schedule,Kimley-Horn will provide six separate
bid packages for this project. Kimley-Horn will provide the work for the
following in accordance with the scope of services in the original contract:
0 Preparation of a bidding package as required by the City.
Mr.Liam Conlon,May 23,2007,Page 5
Kimley-Horn
C� and Associates, Inc.
• Reproduction costs for the additional unit and set of bidding documents
required by the City.
• Pre-construction assistance for the additional unit and set of bidding
documents required by the City.
• Construction phase services for the additional unit and set of bidding
documents required by the City.
Scope of Services
The scope of services for this amendment is divided into the following tasks:
Item 1 (Coordination Meetings): $32,375 (Water$19,425 Sewer$12,950)
• Task 1 —Kimley-Horn has attended twenty(20)additional coordination
meetings from April 26, 2006 through February 27, 2007. Kimley-Horn
was responsible for preparing the meeting agenda and meeting notes.
$18,500
• Task 2—Upon request of the City,Kimley-Horn will attend an
additional fifteen(15)coordination meetings for this project. Kimley-
Horn will be responsible for preparing the meeting agenda and meeting
notes. Projected Fee$13,875
Item 2 (Additional Water& Sewer Design): $385,605 Kimley-Horn
$ 5,100 Reproduction
$ 510 10% Sub Fee
$291,215 Total
(Water$273,586 Sewer$17,629)
• Task 1—Design of 5,650 LF of 16-inch water line and traffic control
along Dutch Branch Road and Granbury Blvd. This task includes the
additional coordination and design for existing water line shut down and
sequencing in the southwest hospital district. The Engineering Fee is
based on the OPCC of$2,010,000. $83,000
• Task 2—Design of 800 LF of 8-inch sanitary sewer line along Dutch
Branch Road and Lomo Alto Drive. The Engineering Fee is based on the
OPCC of$360,000. $10,800
• Task 3—Preliminary design of 1,600 LF of 16-inch water line along
Overton Ridge Blvd. The Engineering Fee is based on the OPCC of
$580,000. $12,430
• Task 4—Design of 125 LF of water and 125 LF of sanitary sewer
extensions along Bellaire Drive. The Engineering Fee is based on the bid
price of$40,500. $2,165
Mr.Liam Conlon,May 23,2007,Page 6
Kimley-Horn
and Associates, Inc.
• Task 5—Conceptual design for the City and NTTA preferred alignments
for the remote toll plazas. The NTTA preferred alignment is 4,100 LF of
water and 5,300 LF of sanitary sewer extensions. The Engineering Fee is
based on the OPCC of$1,700,000 and includes a credit of$2,150 for the
uncompleted design of the 8-inch sanitary sewer near Baylor All Saints.
$11,510
• Task 6—Revisions due to changes in NTTA design for the Overton
Ridge 21-inch sanitary sewer line(1,340 LF)and the SH-183 24-inch
waterline (600 LF). $11,900
• Task 7—Design of 5,750 LF of 16-inch and 12-inch water line along
SH-121T north of Oakmont Blvd. The Engineering Fee is based on the
OPCC of$1,460,000 and includes a credit of$1,980 for the uncompleted
design of the 16-inch and 12-inch water lines. $76,200
• Task 8—Design of an additional 1,850 LF of 16-inch water line along
Harris Parkway. The Engineering Fee is based on the OPCC of
$350,000,the additional coordination with City's roadway design
engineer, and a 90% credit of the original design of$21,000. ($1,250)
• Task 9—Design of 4,900 LF of 24-inch, 125 LF of 16-inch, and 275 LF
of 12-inch water lines along Dirks Road. The Engineering Fee is based
on the OPCC of$1,650,000,the additional coordination with the City's
roadway design engineer, and a 90% credit of the original design of
$28,000. $47,000
• Task 10—Design of 975 LF of 24-inch, 175 LF of 16-inch, 200 LF of
12-inch and 200 LF of 8-inch water lines along SH-183 and Bryant Irvin.
The Engineering Fee is based on the increase to the OPCC of$590,000.
$22,000
• Task 11 —Design of 700 LF of a temporary 12-inch water line along
Dirks Road. This line will serve as the main feed to the southwest
medical district and surrounding area during the shut down at the
intersection of Dutch Branch and Harris Parkway. The Engineering Fee
is based on the OPCC of$100,000. $5,950
• Task 12—Redesign of the profile for 500 LF of 16-inch water line and
800 LF of 8-inch sanitary sewer along Dutch Branch due to changes in
the NTTA storm sewer design. $3,900
Mr.Liam Conlon,May 23,2007,Page 7
C�❑ Kimley-Horn
and Associates, Inc.
Item 3 (Survey and Easements): $ 7,927 10% Sub Fee
$79,275 Survey
$87,202 Total
(Water$78,650 Sewer$8,552)
• Task 1 —Perform survey for 12,900 LF for the additional design stated
above. All survey will be provided in accordance with the current scope
of services for this contract. $61,275
• Task 2—Prepare easement documentation for an additional twenty(20)
locations within the project area. All easement documentation will be
provided in accordance with the current scope of services for this
contract. $18,000
Item 4(Coordination due to revised schedule): $19,450
(Water$11,670 Sewer$7,780)
• Task 1—Kimley-Horn has reviewed, provided comments,and attended
two (2)meetings for the Section 3 and 4 Engineer's 30% and 60%
submittals. $6,650
• Task 2—Kimley-Horn will review and provide comments for the
Section 3 and 4 Engineer's 60%resubmittal, 90%, and Final Design
submittals. Projected Fee$7,200
• Task 3—Kimley-Horn has prepared and revised the Master OPCC and
schedule for each water and sanitary sewer project. $5,600
Item 5(Additional Bidding and Construction Phase Services):
$50,500 KHA
$11,500 Reproduction Expenses
$ 1,150 10% Sub Fee
$63,150 Total
(Water$37,888 Sewer$25,262)
• Task 1 —Preparation of five (5)additional bidding packages as required
by the City. $14,500
o Included in this task is the design work required for preparing an
additional bidding package, including: preparing an additional
set of construction plans and specifications, quality assurance
and quality control, preparing engineer's opinion of probable
construction cost, as well as additional submittal and approval
time with City staff.
iru1�In Y� Y O4R1
Mr.Liam Conlon,May 23,2007,Page 8
Kimley-Horn
and Associates, Inc.
• Task 2—Reproduction costs for the additional unit and set of bidding
documents required by the City. $11,500
o The City has instructed Kimley-Horn to prepare bidding and
construction contract documents as described above.Bidding
and contract documents will be prepared in accordance with the
current scope of services with the exception of conceptual plans.
• Task 3—Pre-construction assistance for the additional unit and set of
bidding documents required by the City. $10,500
o This task includes preparation and delivery of addenda to plan
holders and responses to questions submitted to the DOE by
prospective bidders. Also included is attending the scheduled
pre-bid conference, assisting in reviewing the bids for
completeness and accuracy, attending the project bid opening,
developing bid tabulations in hard copy and electronic format,
and submitting four(4)copies of the bid tabulation.
• Task 4—Construction phase services for the additional unit and set of
bidding documents required by the City. $25,500
o The additional set of bidding documents will require additional
construction services. Kimley-Horn will perform the shop
drawing reviews and construction period observations for an
estimated cost of$5,100 for each additional bid package.
We recommend that the City increase the budget by $493,392 for these
additional services. From the additional services listed above,the recommended
breakdown for water and sewer services is as follows:
Description Water Sewer Total
Item 1 —Coordination Meetings $19,425 $12,950 $32,375
Item 2—Additional Design $273,586 $17,629 $291,215
Item 3 —Survey and Easements $78,650 $8,552 $87,202
Item 4—Coordination due to $11,670 $7,780 $19,450
revised schedlkle
Item 5—Additional Bidding $37,888 $25,262 $63,150
Phases
Total $421,219 $72,173 $493,392
Mr.Liam Conlon,May 23,2007,Page 9
�❑ Kimley-Horn
and Associates, Inc.
The following table summarizes our recommended budget revisions by Item
(please:see attached Fee Breakdown for an hourly breakdown of each item):
Description Item 1 Item 2 Item 3 Item 4 Item 5 Total
Pre-Engineering $- $ - $ - $ - $- $ -
Conceptual $ _ $86,428 $87,202 $- $ - $173,630
Engineering
Preliminary $9,250 $81,022 $ - $ - $- $90,272
Construction Plans
Final Construction $23,125 $123,765 $ - $19,450 $14,500 $180,840
Plans
Pre-Construction $ $ - $ _ $ - $23,150 $23,150
Services
Construction $ - $ - $ - $ - $25,500 $25,500
Phase Services
Total $32,375 $291,215 $87,202 $19,450 $63,150 $493,392
The following table summarizes our recommended budget revisions and shows
the revised contract amount:
Description Original Fee Amend Revised
No. 1 Contract
Pre-Engineering $89,000 $ - $89,000
Conceptual Engineering $172,850 $173,630 $346,480
Preliminary Construction $96,450 $90,272 $186,722
Plans
Final Construction Plans $226,460 $180,840 $407,300
Pre-Construction Services $13,359 $23,150 $36,509
Construction Phase $15,800 $25,500 $41,300
Services
Total Project $613,919 $493,392 $1,107,311
Kimley-Horn will subcontract a portion of these services to Alpha Graphics 483
and Gorrondona and Associates, Inc., Nt WBE subconsultant. The amount we
will be subcontracting is $95,875. This represents an MIWBE participation
percentage of 19.4%for these additional services. With these Additional
Services, our revised contract amount will be$1,107,311. This will revise our
total contract M/WBE participation from $139,705 (23%)to $235,580(21.3%).
Mr.Liam Conlon,May 23,2007,Page 10
❑�❑ Kimley-Horn
and Associates, Inc.
The water and sewer design fees for this amendment are $421,219 and$72,173
respectively. Our revised project water and sewer design fees will be$766,448
and$340,863 respectively.
We appreciate the opportunity to be of continued service to the City. Please
contact us if we need to provide any further information.
Very truly yours,
KIMLEY-HORN AND ASSOCIATES, INC.
Glenn A. Gary, P.E.
Sr. Vice President
GAG/CTD:ctd
Attachments:
P:\061018.028\PPP\KHA Contract\Amendment 1\KHA Contract\P.mendI-Ltr 2007 05 23.doc
, rrJ"',]IL RE i�
Water and Sanitary Sewer Relocations for SH-121 T(Southwest Parkway),Part 2
Amendment No,1 Fee Breakdown
May 23,2007
City Project No.00204
PERSONNEL HOURS Labor Hours/ 10% Total
TASKS PB P6-P7 P4-P5 P1-P3 A2 Labor Fee Expenses Sub Fee Fee
Item 1(Coordination Meetings)
Task 1(Attended Additional Coordination Meetings)
Twenty(20)Coordination Meetings from April 25,2006 through February 27,2007 60 60 13
0 60 60 0 13 133
Subtotal $0 $9,900 $7,700 $0 $900 $18,500 $0 $0 $18,500
Task 2(Additional Coordination Meetings)
Fifteen(15)Coordination Meetings 45 45 9
0 45 45 0 9 99
Subtotal $0 $7.400 $5,800 $0 $675 $13.875 $0 $0 $13,875
0 105 105 0 22 232
ITEM 1 TOTAL $0 $17,300 $13,400 $0 $1,675 $32,375 $0 $0 $32,375
Item 2(Additional Water and Sanitary Sewer Design)
Task 1(Dutch Branch Road and Granbury Blvd.Water Line)
Design of 5,650 LF of 164nch Water Line 30 220 420 5
Design of Traffic Control 20 25 4
0 30 240 445 9 724
Subtotal $0 $5,000 $
30,700 $46.700 $600 $
83.000 $1,550 $155 $84,705
Task 2(Dutch Branch Road Sanitary Sewer)
Design of 600 LF of 8-inch Sanitary Sewer Line 10 25 50 9
0 10 25 50 9 94
Subtotal $0 $1,700 $3,200 $5.300 E600 $
10,800 $500 $50 $11,350
Task 3(Overton Ridge Blvd.Water Line)
Preliminary Design of 1,600 LF of 16-inch Water Line 7 25 70 9
0 7 25 70 9 ill
Subtotal $0 $1,200 $3.200 $7,400 $630 $12,430 $0 $0 $12.430
Task 4(Bellaire Drive Water and Sanitary Sewer Lines)
Design of 125 LF of 164nch Water Line and 125 Lf of 20-inch Sanitary Sewer 3 15 1
0 0 3 15 1 19
Subtotal $0 $0 $400 $1,600 $165 $2,165 $50 $5 $2,220
Task 5(Toll Plaza Water and Sanitary Sewer Lineal
Conceptual Design for City of Fort Worth and NTTA Alignments 5 30 80 10
Credit for uncompleted original design 200 LF of B-Inch sanitary sewer 4 15 1
0 5 26 65 9 105
Subtotal $0 $800 $3,300 $6,800 $610 $11,510 $100 $10 $11,620
Task 6(Redesign of Overton Ridge Sewer and SH-183 Water Line)
Redesign of 1,340 LF of 21-inch Sewer and 600 LF of SH-183 24-inch Water Une 5 25 70 8
0 5 25 70 8 108
Subtotal $0 $800 $3,200 $7,400 $500 $11,900 $50 $5 $11,955
Task 7(Redakian of Oakmont Blvd.Water Lines)
Redesign of 51750 LF of Oakmont 16-Inch and 12-inch Water Unes 60 240 350 12
Credit for uncompleted original design of 1,400 LF of 16•Inch and 12-Inch Water Lines 3 15
0 60 237 335 12 644
Subtotal $0 $9,900 $30.300 '35,200 $800 $76,200 $1,000 $100 $77,300
Task 8(Harris Parkway Water Line)
Design of 1,850 LF of 16-inch Water Line 15 40 110 8
Credit for uncompleted original design of 2,600 LF of 18-Inch Water Une 15 40 120 11
0 0 0 (10) (3) (13)
Subtotal $0 $0 $0 ($1,100) ($150) ($1,250) $0 $0 ($1,250)
Task 9(Dirks Road and Harris Parkway Water Lines)
Design of 4,900 LF of 24-inch Water Lines 40 200 400 10
Credit for uncompleted original design of 1.700 LF of 24-inch Water Une 15 55 170 9
0 25 145 230 1 401
Subtotal $0 $4,100 $18.600 $24,200 $100 $47.000 $1,850 $185 $49,035
Task 10(SH-183 and Bryant Irvin Water Line)
Upsize the design to a 24-inch Water Line 20 50 115 3
0 20 50 115 3 188
Subtotal $0 $3,300 $6,400 $12.100 $200 $22.000 $0 $0 $22,000
Task 11(Dirks Temporary Water Line)
Design of 700 LF of 12-inch Water Une 3 15 30 5
0 3 15 30 5 53
Subtotal $0 $500 $1,900 $3,200 $350 $5,950 $0 SD $5,950
Task 12(Dutch Branch Redesign of Water and Sanitary Sewer)
Redesign Profile for 500 LF of 16-inch Water Line and 800 LF of Sanitary Sewer 2 10 20 3
0 1 2 10 20 3 35
Subtotal $0 $
300 $
1.300 $2.100 $200 $3,900 $0 $0 $3,900
0 167 801 1,435 66 2.469
ITEM 2 TOTAL $0 $27 600 $102,500 $150,900 $4,605 $285,605 $5,100 3510 $291,215
Water and Sanitary Sewer Relocations for SH-121 T(Southwest Parkway),Part 2
Amendment No.1 Fee Breakdown
May 23,2007
City Project No.00204
PERSONNEL HOURS Labor Houraf 10% Total
TASKS P8 P6-P7 P4-P5 P1-P3 A2 Labor Fee Expenses Sub Fee Fee
I
Item 3(Survey and Easements)
Task 1-Survey 12,900 LF $61,275 $6,127
Task 2-Prepare twenty(20)easements document $18,000 $1,800
0 0 0 0 0 0
ITEM 3 TOTAL $0 $0 $0 $0 $0 $0 $79,275 $7,927 $87,202
Item 4(Coordination due to Revised Schedule)
Task 1(Review of Section Engineer's 30%and 60%Plans)
Reviewed,Provided Comments,and Attended Meetings for Sections 3 and 4 15 15 20 2
0 15 15 20 2 52
Subtotal $0 $2,500 $1,900 $2,100 $150 $6,650 $0 $0 $6,650
Task 2(Review of Section Engineer's 60%90%and Final Plans)
Review and Provide Comments for Sections 3 and 4 10 20 25 4
0 10 20 25 4 59
Subtotal $0 $1,700 $2,600 $2.800 $300 $7,200 $0 $0 $7,200
Task 3(SH-121 Master OPCC and Schedule)
Prepared and Revised Master OPCC and Schedule for SH-121 Utility Relocations 10 15 18 1
0 10 15 18 1 44
Subtotal $0 $1,700 $1,900 $1,900 $100 $5,600 $0 $0 $5,600
0 35 50 63 7 155
ITEM 4 TOTAL $0 $5,800 $6,400 $6.600 $650 $19.450 $0 $0 $19,450
Item 5(Additional Bidding and Construction Phase Services)
Task 1(Additional Bid Packaaesl
Preparation of Five(5)Additional Bid Documents 15 25 75 13
0 15 25 75 13 128
Subtotal $0 $2.500 $3,200 $7,900 $900 $14,500 $0 $0 $14,500
s fRool uctign Cost)
AddBional R Izoduction Costs
0 0 0 0 0 0
Subtotal $0 $0 $0 $0 $0 $0 $11,500 $1,150 $12,650
Task 3(Pro-construction Assistance)
Assistance Associated with Five(5)Additional Bidding Documents 9 25 50 8
0 9 25 50 8 92
Subtotal $0 $1,500 $3,200 $5,300 $500 $10.500 $0 $0 $10,500
Task 4(Construction Phase Services)
Services Associated with the Construction Phase for Five(5)Additional Contracts 30 65 100 25
0 30 65 100 25 220
Subtotal $0 $5,000 $8,300 $10.500 $1,700 $25,500 $0 $0 $25,500
0 54 E181200
225ITEMSTOTAL $0 59,000 23,700 $3,100 $50,500 511,500 51,150 563,1500 361 1,723 141 3,296
TOTAL $0 $59,700 $10,030 5387,930 $95 87S S9 587 $d93,392
Page 1 of
City of Fort Worth, Texas
Mayor and Council Communication
COUNCIL ACTION: Approved on 8/9/2007
DATE: Thursday, August 09, 2007
LOG NAME: 30121TAMEND2-KH REFERENCE NO.: C-22300
SUBJECT:
Authorize Amendment No. 1 to the Engineering Agreement with Kimley-Horn and Associates, Inc.,
for Water and Sanitary Sewer Relocations for SH-121 T (Southwest Parkway), Part 2 from
Southwest Hulen Street to Alta Mesa Boulevard (City Project No. 00204)
RECOMMENDATION:
It is recommended that the City Council authorize the City Manager to execute Amendment No. 1 to City
Secretary Contract No. 31710 with Kimley-Hom and Associates, Inc., in the amount of$493,392 to provide
additional engineering services on the project, thereby increasing the contract amount to $1,107,311.
DISCUSSION:
On April 5, 2005, (M&C C-20632) the City Council authorized the City Manager to execute an engineering
Agreement with Kimley-Hom & Associates, Inc., in the amount of $613,919 for water and sanitary sewer
relocations for construction of SH-121T (Southwest Parkway), Part 2 from Hulen Street to Alta Mesa
Boulevard.
The agreement provided for the preparation of plans and specifications for water and sanitary sewer
relocations to allow for the construction of SH-121 T (Southwest Parkway) from Hulen Street to Alta Mesa
Boulevard.
Amendment No. 1 will provide for the following:
• Preparation of plans and specifications for the installation of a 16-inch water main along Dutch Branch
Road and Granbury Boulevard as requested by the City to accommodate the future design for Dirks Road
and Alta Mesa Boulevard;
• Preparation of plans and specifications for the installation of a 12/16-inch water main along SH-121T
north of Oakmont Boulevard as requested by the Water Department;
• Preparation of plans and specifications for the relocation of a 8-inch sanitary sewer main that is in conflict
with the proposed bridge columns for the SH-121 T crossing over Dutch Branch Road;
• Preparation of plans and specifications for the installation of 12, 16 and 24-inch water mains along SH-
183 and Bryant Irvin Road;
• Redesign of the 18-inch sanitary sewer main south of Overton Ridge and the 24-inch water line along SH
183 due to changes on the final plans for SH-121T by the NTTA;
• Additional meetings with all stake holders involved with the design of SH-121T;
http://www.cfwnet.org/council_packet/Reports/mc_print.asp 8/1 Q/200
Page 2 o
• Additional design survey and easement preparation for the project;
• Dividing the project into five separate plan sets for bidding and advertising purpose in order to expedite
construction; and
• Assistance during construction of the various parts of the project, to include shop drawing reviews and
weekly site meetings to facilitate construction.
Kimley-Horn and Associates, Inc., proposes to provide the necessary additional work for a lump sum fee of
$493,392. Staff considers this amount to be fair and reasonable.
In addition to the contract amount, $67,596 (Water: $46,266; Sewer: $21,330) is required for project
management, utility coordination and real property acquisition by the Department of Engineering.
This project is located in COUNCIL DISTRICTS 3 and 6.
Kimley-Horn and Associates, Inc., is in compliance with the City's M/WBE Ordinance by committing to 20
percent M/WBE participation on this amendment. The City's goal on this amendment is 13 percent.
FISCAL INFORMATION/CERTIFICATION:
The Finance Director certifies that funds are available in the current capital budgets, as appropriated, of the
Water Capital Projects Fund and Sewer Capital Projects Fund.
TO Fund/Account/Centers FROM Fund/Account/Centers
P264 531200 603170020431 $102,771.00
P264 531200 603170020432 $205,541.00
P264 531200 603170020433 $34,257.00
P264 531200 603170020451 $78,650.00
P274 531200 703170020431 $19,086.00
P274 531200 703170020432 $38,173.00
P274 531200 703170020433 $6,362.00
P274 531200 703170020451 $8,552.00
Submitted_for City Manager's Office by: Marc A. Ott (8476)
Originating Department Head: A. Douglas Rademaker(6157)
Additional Information Contact: Liam Conlon (6824)
http://www.cfwnet.org/council_packet/Reports/mq_print.asp 8/19/200