Contract - Kimley-Horn and Associates, Inc. - 8/24/2023 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.
II.
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
x•2023-:mot
KIMLEY-HORN AND ASSOCIATES,INC.
By: i��_
Date
Supplemental Contract Rev.06/16
0199.202238;4858-1768-7410 84275
2
CITY OF ROUND ROCK APPROVED AS TO FORM:
By: V , ,
Craig Morgan Mayor Stephanie L. Sandre, City Attorney
q174 23
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 WWTP.
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 1"=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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ID %Cmtpleke Tek Name Dprakm Sbd F-I RMawa 2023 202' 2023 mw
e Aug Sp Oct N. pc Jan FM Mar AN Mry JW JW AW Sap 04 Nw DK Jen Fab Mr Ayr May Jul Jul Aug Sep Oct Noy Dc Jan Fab Mw Ayr M,y Jul JW Abg Sap Oct Nw Dec J-
1 O%2—Reux U.-SupplemanMl 01 830 Gaya Men IO24 2 F6122928
20% DA Caemion 5 Gays Mm 1022u22 Fn 102422
3 0% Repre slDceeudam wntracb 3 bis Mm 10/!1122 Wad 1112222
1 0% Routing 180 Gays Tllu11/172 Wsd821123
5 0% Ngnment—bit, 30Eays TIM 111122 W/12/1123
6 m Ragan o- 5bri Thu 1211522 Wad 1221225
1 0% Fbld 11100110111, t5 d""'Thu 1222m Wad 1111236
B 0% Wlabri Abrrid.ROWir,i and 100 bri T11I12m Watl W1237
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9 0% s—yMUM,h,ironrrcmalIG-1 41 by, TtM 9423 Thu 121m
10 0% Rghl.-Erby ld'C0y1 1Ddari T1 Win Wb dtu234
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12 0% Subrktlalb kHA 1by T1 Tm TM1u 712212311
t3 0% Reliminary Design 68 Gays FO TOW m Tue ldlTm
1d 0% Racerve Surrey 1 day Fri 7128In Fn 7IMIn 12
t5 O% Braaxbvn Survey 6tlays Mon 7131 In Mm 92123 t4
I6 0% Ran Sheets 37 days Tae 80n Mm 911823 t5
12 0% G.ri—I a1 Debi—t, 5 bri Tae 9114'2] Mon 9252]16
t8 0% Repva OPCC 3bri Tua 92423 Thu92d2317
19 m OAIOC 3 Bari Fr192912] Tua 1917318
20 0% Rwbims 5 bri wed tdxn Tus 1910m 19
21 096 CmcepbalPbn Submtbl Obys Tw 191O1n I.1910m 20 18010
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25 0% Gsnml-1 t by Wed toll423 Wad 19142322
26 0% Ran sr— pdari Thu 141923 Wb 1VlW n
21 m Dab?Sh-. 5 dry"Thu 12/1411]WM 122fY7]2B
16 m Tr—Control 5bri Thu 1121273 WW 12/272327
25 m S'—Irons 5bri Thu1221223WW12/27/2322
30 m OPCC 2briThu 12282] Fn 12292329
31 m — 10deri Mm 11124 Fri 11122430
32 m Ran 3ubmtbl Odsys Fri 11IM4 Fn 11122431 1012
33 m CMR.. 5bri Mont/1524 F011192432
34 0% -vera F1m 8&11 Mm 12224 Wee 11312433
35 0% Eaxmems ane Permtkn9 231 dry,Wb IOMd23 --4>6 0% Rapmy 0—Maetinps G days Wad IWIW3 Tue1211923n
37 0% Roper.Eemril Boulane 10em Tho 21124 wee 21142'31
)8 0% S_Retire Mens a1 Md" TIM 211174 Wed 12924 37
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39 0% Easement N epobmon(by City/ 120 iMp TN32124 Wa0942438
40 0% &ashy Creek—dribbn 3odari TM1u 2/124 Wad1112434
41 0% 100%Design 1380rys 234424 WW 901824
42 0% prepare pians 136 days Tle]4424 Wtl 911424
43 096 General Sheets1by TM1u311u24 TM1UY142434FSe30
O% Ran Sheets 15 tlari F-1— Thu 4/4244]
45 m Debl Sheers 3d,ya Fd ud24 Tus"124N
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ADDENDUM TO EXHIBIT D
Fee Schedule
Attached Behind This Page
Project Name: Kenney Fort Blvd 24-inch Reuse Water Line
Original Contract Supplemental#1
Total Total Other Total Total Other
Subtotal Subtotal TOTALS
Task Labor Hours Loaded Labor Cost Direct Costs Subconsuaants Labor Hours Loaded Labor Cost Direct Costs SubconsuNants
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:Ro utirg 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:Preliminary Design(60%) 240 $45,400.00 $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 $25,000.00E$726,200.00
0
Task 5:Easements and Permitting 300 $58,400.00 $1,300.00 $94,000.00 $153,700.00 0 $0.00 $0.00 $0.00 $0.000
Task 6:Bidding Services 75 $13,900.00 $500.00 $0.00 $14,400.00 0 $0.00 $0.00 $0.00 $0.000
Task 7:Construction Cordract Administration 410 $79,800.00 $1,000.00 $0.00 $80,800.00 30 $6,700.00 $0.00 $0.00 $6,700.000
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
EXHIBIT D - DETAILED
Project Name: Kenney Fort Blvd 24-inch Reuse Water LIIO
Prepared By: Kimley-Horn and Associates,Inc.
Direct Labor(Person-Hours)
Task# Senior Senior Prof Analyst Project Admin Misc.
Subtask Task Name Assumptions Prof Prof Controller Labor Labor Direct
Number Subtask Name/Description H 1 1 fn(al Total Expense
$315.011 2811.1111 1 1911.00 1711.110 1 95.011 1 $95.110 (unu-s) (Round) ($)
1 Design Management,P11,and DC
Project Management I I
General Administration and Subs 1 2 5 8
Invoicing and Progress Reports 16 mo pro/24 mo inv 2 4 6 12
Data Collection 1 2 4 7
Progress Meetings 2 additional(8 total) _' 2 7
0
Task'lotal(I lours)l0 7 1 11 1 7 1 6 1 5 36 40
Task otal(Dollars)l 1 $0 1 $1,960 52.090 S1.190 $570 $475 $6,285 $6,300 SO
Routing and Conceptual Design
GIS Basemap Development 2 2 2 6
Alignment Exhibits 3 additional 2 4 8 14 S I,000
Field Visit 2 additional 3 3 3 9
Analysis and Recommendation of Routes 1 2 4 7
Updatet OPCC 1 2 2 5
QA/QC 2 4
Revisions per QA/QC I 2 4 7
0
Task Total(Hours) 0 12 17 0 0 52 50
TaskTotal(Dolar,) 5U S3.."oo $3,230 $�"M) So wo slo,Soo S10,500 $1,000
3 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(1 I total) 4 12 40 56
Develop OPCC 1 2 2 5
QA/QC 1 2 3
Revisions and Deliverables 1 2 4 7
0
Task Total(Ilours) I 8 18 50 0 0 77 80
Task]otal(Dollars) $315 1 $2,240 1 $3,420 $8,500 $0 1 $0 1 $14,475 $14,500 $46,000
4 Final Design(90%,/100)
0
90%Design 0
Prepare Plan-Profile Sheets 4 additional(11 total) 4 12 40 56
Prepare Erosion Control Plans 2 additional 6 total 1 2 4
Prepare Quantities and OPCC 2 3 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 1 2 4 1 8 14
Prepare Plan-Profile Sheets 4 additional(11 total) I1 1 14 17
Prepare Erosion Control Plans 2 additional(6 total) 1 3
Prepare Quantities and OPCC I 1 4
QA/QC I 3
Revisions per QA/QC I 4 7
6
Task Total(Hours 2 1 18 '9 81 0 0 136 1 140
Task otal(Dollars) $630 $5,040 55.510 S13,770 SO $0 $24,950 S25,(10(1 $11
5 Easements and Permitting
'l ask Fot:d(I lours)l 0 IU
Task ota (Dollars)j SO $(1 SII $(I $0 ISOI SII So $0
6 jBidding
Task Total(Hours)l I0I UII I0I
I'ask Total (Dollars)l $0 I $0 I SO I $0 I $0 $0 $0 S0 $0
7 Construction Contract Administration
Monthly Coordination Meetings and Notes/Observation 2 additional 6 8 20
Pay Application Review 1 8
Testing Report 4
(l
0
Task Total(Hours) U 9 14 U Il 32 all
Task ota (Dollars)j 511 53,520 1 $1,710 1 $2,380 1 S(1 I S0 1 $6,610 1 $6,700 1 511
I0lAl.(Ilour,)j 54 1 84 1 175 1 b 333
KINIIIA-11ORN TOTAL(Du lar') 59.15 I 515,1201 1 515,9611 1 $29,7511 1 55711 1 $475 1 562,8211 1So"MO
Sl B ' : .'l'LTANT 546,000.00
. isce aneous )ieect xpenses $1,000.00
GRAND TOTAL $109,820.00 $u0,000