R-2023-249 - 8/24/2023 RESOLUTION NO. R-2023-249
WHEREAS, the City of Round Rock has previously entered into a Contract for Engineering
Services ("Contract") with Kimley-Horn and Associates, Inc. for the Kenney Fort 24-inch Reuse Line
Extension Project, and
WHEREAS, Kimley-Horn and Associates, Inc. has submitted Supplemental Contract No. 1 to
the Contract to modify the provisions for the scope of services and to increase the compensation, and
WHEREAS, the City Council desires to enter into said Supplemental Contract No. 1 with
Kimley-Horn and Associates, Inc.,Now Therefore
BE IT RESOLVED BY THE COUNCIL OF THE CITY OF ROUND ROCK,TEXAS,
That the Mayor is hereby authorized and directed to execute on behalf of the City Supplemental
Contract No. 1 to the Contract with Kimley-Horn and Associates, Inc., a copy of same being attached
hereto as Exhibit "A" and incorporated herein for all purposes.
The City Council hereby finds and declares that written notice of the date, hour, place and
subject of the meeting at which this Resolution was adopted was posted and that such meeting was
open to the public as required by law at all times during which this Resolution and the subject matter
hereof were discussed, considered and formally acted upon, all as required by the Open Meetings Act,
Chapter 551, Texas Government Code, as amended.
RESOLVED this 24th day of August, 2023.
CRAIV MORVXN, Mayor
City of Roun ock,Texas
ATTEST:
MEAGAN KS City Clerk
0112.20232;4877-1240-2250
EXHIBIT
STATE OF TEXAS §
COUNTY OF WILLIAMSON §
SUPPLEMENTAL CONTRACT NO. 1
TO CONTRACT FOR ENGINEERING SERVICES
FIRM: KIMLEY-HORN AND ASSOCIATES,INC. ("Engineer")
ADDRESS: 5301 Southwest Parkway,Building 2. Suite 100,Austin,TX 78735
PROJECT: Kenney Fort 24-inch Reuse Line Extension
This Supplemental Contract No. 1 to Contract for Engineering Services is made by and between
the City of Round Rock, Texas, hereinafter called the "City" and Kimley-Horn and Associates,
Inc.,hereinafter called the"Engineer."
WHEREAS, the City and Engineer executed a Contract for Engineering Services, hereinafter
called the "Contract," on the 27th day of October, 2022 for the Kenney Fort 24-inch Reuse Line
Extension Project in the amount of$616,200.00; and
WHEREAS,it has become necessary to amend the Contract to modify the provisions for the scope
of services and to increase the compensation by $110,000.00 to a total of$726,200.00;
NOW THEREFORE,premises considered,the City and the Engineer agree that said Contract is
amended as follows:
1.
Article 2,Engineering Services and Exhibit B.Engineering Services shall be amended as set forth
in the attached Addendum to Exhibit B. Exhibit C. Work Schedule shall be amended as set forth
in the attached Addendum to Exhibit C.
Il.
Article 4, Compensation and Exhibit D. Fee Schedule shall be amended by increasing by
$110,000.00 the maximum amount payable under the Contract for a total of$726,200.00,as shown
by the attached Addendum to Exhibit D.
IN WITNESS WHEREOF,the City and the Engineer have executed this Supplemental Contract
in duplicate.
[signature pages follow]
Supplemental Contract Rev.06/16
0199.202238;4858-1768-7410 84275
1
KIMLEY-HORN AND ASSOCIATES, INC.
By:
Date
Supplemental Contract Rev.06/16
0199.202238;4858-1768-7410 84275
2
CITY OF ROUND ROCK APPROVED AS TO FORM:
By:
Craig Morgan, Mayor Stephanie L. Sandre, City Attorney
Date
Supplemental Contract Rev.06/16
0199.202238,4858-1768-7410 84275
3
ADDENDUM TO EXHIBIT B
Engineering Services
Based on coordination with landowners and City staff the proposed alignment has been
extended. This supplementary design will include an additional 3,600 linear feet of 24-inch
reuse water line.
• Kenney Fort Blvd 24-inch Reuse Water Line—Approximately 10,600 linear feet
o Proposed 24-inch reuse water line along Kenney Fort Blvd from Forest Creek
Drive to the Southernmost access drive into Kalahari, approximately 1,500'
southeast of Kalahari Blvd. The reuse line will traverse the tree line on the
South side of the Kalahari property and then travel northeast to connect to an
existing reuse line at the Brushy Creek East Regional W WTP.
Task 1 —Design Management,Project Meetings,and Data Collection
Design Management
The Engineer will manage the design and work associated with the scope described in
subsequent sections and provide the following communication and reporting:
• Progress Report(one per month)
• Communication and reporting for an additional four(4) months for a total of sixteen
(16)month duration for design
Project Meetings
The Engineer will prepare for and attend meetings with the Owner,to the extent requested by
the Owner and budgeted for in this agreement. The following project meetings are
anticipated:
• An additional two(2)for a total of eight(8)progress meetings to discuss specific
design or coordination items associated with the project
Task Deliverables:
• Meeting minutes for each meeting attended
Task 2—Routing and Conceptual Design (30%)
• Routing-The Engineer will conduct an additional routing alignment for the reuse
water line based on landowner input.
• Task Deliverables:
o One additional(1)PDF of the updated OPCC and alignment exhibit
• Task Meetings
B-1
o One(1)additional for a total of two(2)constructability and routing field
visits with the City Project Manager,to review the proposed alignment
alternatives.
Task 3—Preliminary Design(60%)
• Design and Boundary Survey—(Sub-Consultant-Inland Geodetics, LLC.)
o Design Survey for additional 3,600 linear feet of water line route.
■ On the ground survey:
• Topo survey along the recommended alignment for a width up
to 80'.
• Existing manholes, valves, inlets, road poles,driveway
connections,and other observable above ground existing
structures will be located within the project area.
• Establish control points along the route.
• Geotechnical Analysis—(Subconsultant: Raba Kistner Consultants, Inc.)The
Consultant will perform a geotechnical analysis of the proposed reuse water
alignment utilizing a geotechnical laboratory to determine subsurface conditions and
make recommendations regarding tunneling,embedment,backfill and excavation
parameters. The geotechnical analysis will include the following:
o Subsurface exploration including an additional five(5)for a total of thirteen
(13)sample bores,at various locations and depths along the proposed line.
o Laboratory tests for classification purposes and strength characteristics.
o Engineering services that address soil and groundwater conditions for
proposed horizontal boring locations.
o Prepare a geotechnical report that presents the results of the field and
laboratory data as well as analysis and recommendations. The data contained
in the geotechnical report will be made available to contractors during the
bidding process for information purposes.
• 60%Plans—The Engineer will prepare 60%plans and easement boundaries for the
reuse water line. These plans will be prepared on 22"04". Plans will consist of:
o An additional four(4)Plan(only)Sheets at I"=40',for a total of eleven(11)
Task 4—Final Design(90%/100%)
• Plans—The Engineer will prepare plans for the water line. These plans will be
prepared on 22"04". Plans will consist of:
o An additional two(2)Project Access Plan and Recommended Sequencing
Sheets,for a total of four(4)
o An additional four(4)Plan and Profiles Sheets at 1"=40',for a total of eleven
(11)
o An additional two(2)Erosion Control Plans for a total of six(6)
B-2
Task 6—Construction Contract Administration (CCA)
The estimated construction period for the basis of establishing the Engineer's Fee for each
phase is as follows:
• An additional two(2)months, for a total of up to twelve(12)months
B-3
ADDENDUM TO EXHIBIT C
Work Schedule
Attached Behind This Page
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ADDENDUM TO EXHIBIT D
Fee Schedule
Attached Behind This Page
Project Name: Kenney Fart Blvd 24-inch Reuse Water Line
Original Contract Supplemental M1
Total Total Other Total Total Other
TOTALS
Subtotal Subtotal
Task Labor Hours Loaded Labor Cost Direct Costs Subconsukams labor Hours Loaded Labor Cost Direct Costs Subconsultams
Task 1:Design Management,Project Meetings,and Data Col. 180 $31,400.00 $500.00 $0.00 $31,900.00 40 $6,300.00 $0.00 $0.00 $6,300.00 $38,200.00
Task 2:Routing and Conceptual Design 170 $32,800.00 $1,000.00 $0.00 $33,800.00 50 $10,500.00 $1,000.00 $0.00 $11,500.00 $45,300.00
Task 3:Preirrimry Design(60%) 240 $45400.00 $1,000.00 $139,000.00 $185,400.00 80 $14,500.00 $0.00 $46,000.00 $60,500.00 $245,900.00
Task 4:Final Design(90%/100%) 600 $115,200.00 $1,000.00 $0.00 $116,200.00 136 $25,000.00 $0.00 $0.00 $25,000.00 $141,200.00
Task 5:Easements and Permitting 300 $5840000 $1,300.00 $94,000.00 $153,700.00 0 $0.00 $0.00 $0.00 $0.00 $153,700.00
Task 6.8iddirg Services 75 $13,900.00 $500.00 $0.00 $14,400.00 0 50.00 $0.00 $0.00 $0.00 514400.00
Task 7Construction Contract Adrninistralion 410 $79,800.00 $1,000.00 $0.00 $80,800.00 30 $6,700.00 $0.00 $0.00 $6,700.00 $87,500.00
GRAND TOTAL: 1975 $376,900.00 $6,300.00 $233,000.00 $616,200.00 336 $63,000.00 $1,000.00 $46,000 00 $110,000.00 $726,200.00
EXHIBIT D - DETAILED
Project Name: Kenney Fort Blvd 24-inch Reuse Water Lit
Prepared By: Kimle -Horn and Associates, Inc.
Direct Labor(Person-Hours)
Task# Senior Senior Prof Analvst Project Admin Mise.
Subtask Task Name Assumptions Prof Prof Controller Labor Labor Direct
Number Subtask Name/Description II 1 l utal Total 1:xpenw
5315,110 2N0.00 1911.00 171L1111 95,011 595,00 (hours) (Round) ISI
I Design Management,PM,and DC
Project Management 1 2
General Administration and Subs 1 2 5 1 8
Invoicing and Progress Reports 16 mo pro/24 mo my 2 4 6 12
Data Collection 1 2 1 7
Progress Meetings 12 additional(8 total) ? 7
0
TaskTotal(Hours)l 0 7 II 6 - 36 40
I'ask Total(Dollars) $o $11960 1 $2,090 51,190 5570 5475 $6,285 56,300 so
Routing and Conceptual Design
GIS Basemap Development 2 2 6
Alignment Exhibits 3 additional 2 4 8 14 ti LOuu
Field Visit 2 additional 3 3 31 9
Analysis and Recommendation of Routes 1 2 4 7
Updatet OPCC 1 2 '_ 5
QA/QC 2 2 4
Revisions per QA/QC 1 2 4 7
0
TaskTotal(Hours) a 13 17 13 u u 52 5(1
as ata (Dollars) $0 1 $3,360 $3,230 $3.910 $o 511 $I0,50o 510,500 'SLOW
Preliminary Design(60%)
Survey 3,600 linear feet addt 0 $25,000
Geotech Fee 5 additional bores 0 $21,000
Survey Clean-up and Utilities 2 4 6
Prepare Plan Sheets 4 additional(I 1 total) 4 12 40 56
Develop OPCC 1 2 2
QA/QC 1 2
Revisions and Deliverables 1 2 4
0
Task ota (Hours) 1 8 18 50 0 0 77 80
as uta (Dollars) $315 $2,240 $3,420 $8,500 S0 $o 514,475 $14,500 $46,11110
4 Final Design(90'%/100)
0
90%Design 0
Prepare Plan-Profile Sheets 4 additional(I I total) 4 12 40 56
Prepare Erosion Control Plans 2 additional(6 total) 1 2 4 7
Prepare Quantities and OPCC 2 3 8
QA/QC 1 2 3
Revisions per QA/QC 2 2 4 8
0
100%Design
Prepare Project Access and Easement Plan 2 additional Sheets 2 4 8 14
Prepare Plan-Profile Sheets 4 additional(11 total) I 2 14 17
Prepare Erosion Control Plans 2 additional(6 total) 2 3
Prepare Quantifies and OPCC I I 2 4
QA/QC 1 2 3
Revisions per QA/QC 1 2 4 7
6
Task Total(Hoursjj 2 1 Is 29 81 0 0 136 140
Task ota ( o ars) $630 1 $5040 $5,510 $13,770 1 $0 $0 $24,950 1 525,000 $0
5 Easements and Permitting
ask Total(I lours)l 0 I 0 0 0 I 0 I0
as uta n ars $0 $0 $o $0 $0 $l1 $0 $0 $11
6 Bidding
Task Total(flours) 0 0 0 0 0 0 0
Task ota (Dollars) $0 $0 $0 $0 $0 $0 $o $0 $0
7 Construction Contract Administration
Monthly Coordination Meetings and Notes/Observation 2 additional 6 6 s 20
Pay Application Review 2 2 4 8
Testing Report 1 1 2 4
0
0
Task Total((Hours) 0 9 9 14 0 o 32 30
ask Iota] o ars) $0 1 $2,520 1 $1,710 1 $2,380 50 $ll 1 $6,610 $6,700 $ll
ours) 3 54 84 333
$945 $15,120 $1",960 529,7511 5570 $47" $62,820 $63000
$46,000.00
Miscellaneous Direct Expenses $1,000AU
GRAND TOTAL $109,820.00 $110,000
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