R-2023-101 - 4/13/2023 RESOLUTION NO. R-2023-101
WHEREAS, the City of Round Rock has previously entered into a contract ("Contract') with
J.D. Abrams, LP for the Kenney Fort Boulevard Segments 2 & 3 Project, and
WHEREAS, the Council has determined that it is necessary to make adjustments/changes to
the quantity of work to be performed or materials, equipment, or supplies to be provided, and
WHEREAS, it has been determined that it is necessary to adjust/change the quantities in said
Contract in accordance with the attached Quantity Adjustment/Change Order No. 6, 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, Quantity
Adjustment/Change Order No. 6 to the Contract with J.D. Abrams, LP for the Kenney Fort Boulevard
Segments 2 & 3 Project, a copy of said quantity adjustment/change order 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 13th day of April, 2023.
4 Al
CRAI MOR AN, Mayor
City o Roun F
ock, Texas
ATTEST:
MEAGAN S KS, ity Clerk
0112.20232:4869-8424-8424-9946
EXHIBIT
"A"
Page I,f 1
Contract Quantity Adjustment/Change Order
,tr15
Department: Department of Transportation
Project
Name: Kenney Fort Sed.2&3 Date: 3/8/23
City Project Change Order/Quantity
ID Number STP 2021(745)MM Adjustment No, 6
Vendor J.D.Abrams,LP 5811 Trade Center Dr.Bldg 1,Austin,TX 78744 512-322-4000
Company Name Address Phone No.
Justification
Quantity Adjustment:Change Order is adding an additional left turn-lane Southbound and an additional right turn-lane Northbound. Center median will be opened to
account for SB left turn-lane.
Change Order-Prior to 3rd Party Developer requesting these additional turn-lanes,JD Abrams had installed existing drainage at this location. Change Order will need to
accommodate existing Roadway,Drainage,Illumination,Erosion Control Bid Items(overrun/underrun)as well as additional work to remove&relocate the pipe that has
currently been installed.
SUMMARY Amount %Change
Original Contract Price $23,409,120.97
Previous Quantity Adjustment(s): $207,613.28
This Quantity Adjustment: $47,264.58
Total Quantity Adjustment(s): $254,877.86
Total Contract Price with Quantity Adjustment(s): $23,663,998.83
Previous Change Order(s): $2,363,021.08 10%
This Change Order: $108,200.55 0%
Total Change Order(s)To Date: $2,471,221.63 10%
Adjusted Contract Price [Original Contract Price Plus Quantity Adjustment(s)Plus Change
Order(s)]: $26,135,220.46 12%
Difference between Original and Adjusted Contract Prices: $2,726,099.49
Original Contract Time: 450
Time Adjustment by previous Quan.Adj./Change Order: 106
Time Adjustment by this Quan.Adj./Change Order: 19
New Contract Time: 575
Submitted for Approval
Prepared By: Joe Hernandez,Project Manager,J.D.Abrams,LP 3/8/23
Signature Printed Name,Title,Company Date
Approvals
Contractor:
Si re Printed Name,Title,Company Date
City Project
Manager:
Signature Printed Name,Title Die
Mayor/City
Manager
Signature Printed Name,Title Date
In— Contract Quantity Adjustment/Change Order
Project Name: Kenney Fort Sect.2&3
Quan.Adj./Change Order No.: 6
Change Order Data
Contrail
Time
Adjustment
Item# Item Description Unit Qty. Unit Price Amount (Days)
Remove Existing Storm Drain Pipe&Inlets♦Reset $0.00 $0.00
Remove&Stage Inlets(3ea) LS 1 $6,179.46 $9,420.46 3
Remove RCP(122-If)&Backfill Trench(6"Lifts) LS 1 $10,680.80 $13,921.80 7
Excavate/Set/Backfill Inlets(3ea)-Excavating in Rock LS 1 $12,551.25 $15,792.25 4
Excavate/Lay/Backfill 24"RCO(122-LF)-Excavating in Rock LS 1 $13,108.00 $16,349.00
Remove&Replace Inlet Inverts(3ea) LS 1 $1,006.00 $4,247.01
Remove Excess Trees/Shrubs LS 1 $2,893.82 $6,134.83 1
Inneficiency due to Small Quantities LS 1 $39,094.19 $42,335.20 4
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
TOTALS-- $108,200.55 19
Contract Quantity Adjustment/Change Order
Project Name: Kenney Fort Sect.2&3
Quan.Adj./Change Order No.: 6
Quantity Adjustment Data
Contract
Time
Adjustment
Bid Item# Item Description Unit Qty. Unit Price Amount (Days)
ROADWAY
6 EXCAVATION(ROADWAY) CY 897 $5.00 $4,485.00
7 EMBANKMENT(FINAL)(ORD COMP/)(TY B) CY -462 $8.00 -$3,696.00
8 FL BS(CMP IN PLC)(TY A GR 5)(FNAL POS) CY 644 $0.01 $6.44
9 LIME(HYDRATED LIME)(SLURRY) TON -3 $150.00 -$450.00
10 LIME TRT(SUBGRADE)(12") SY -111 $4.00 -$444.00
11 PRIME COAT(MULTI OPTION) GAL 194 $4.00 $776.00
28 COLORED TEXTURED CONC S") SY 74 $85.00 $6,290.00
29 CONC CURB&GUTTER(TY II) LF -94 $18.00 -$1,692.00
40 IN SM RD SN SUP&AMTYI08WG(1)SA(P) EA 2 $545.90 $1,091.80
57 REFL PAV MRK TY I(W)8"(SLD)(090MIL) LF 330 $5.10 $1,683.00
60 REFL PAV MRK TYI(W)(ARROW)(090MIL) EA 4 $154.50 $618.00
62 REFL PAV MRK TY I(W)(WORD)(090MIL) EA 4 $154.50 $618.00
72 REFL PAV MRKR TYII-C-R EA 16 $3.61 $57.76
80 D-GR HMA TY-8 PG64-22 TON 375 $73.00 $27,375.00
81 D-GR HMA TY-D PG76-22 TON 119 $9TOO $11,543.00
82 TACK COAT GAL 87 $4.00 $348.00
85 GEOGRID BASE REINFORCEMENT(TY II) SY 966 $1.60 $1,545.60
DRAINAGE
104 RC PIPE(CL 111)(24 IN) LF 1 $70.00 $70.00
ILLUMINATION
194 CON DT )(ICH 40)(2") LF 9 $8.24 $74.16
147 ELEC CONOR(NO.6)BARE LF 9 $1.65 $14.85
148 JELEC CONDR(N0.6)INSULATED LF 18 $2.06 $37.08
EROSION CONTROL
197 FURNISHING AND PLACING TOPSOI 4") SY -1755 $0.97 -$1,702.35
198 BROADCAST SEED PERM(URBAN)(CLAY) SY -1755 $0.29 -$508.95
199 BROADCAST SEED(TEMP)(WARM) SY 878 -$0.29 -$254.48
200 BROADCAST SEED(TEMP)(COOL) SY -878 -$0.29 -$254,48
201 VEGETATIVE WATERING MG -123 $5.00 -$613.85
214 BIODEG EROSN CONT LOGS(INSTL)(8") LF 38 $6.00 $228.00
216 BIODEG EROSN CONT LOGS(REMOVE) LF 38 $0.50 $19.00
TOTALS: $47,264.581 0
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