R-2022-338 - 10/27/2022 RESOLUTION NO. R-2022-338
WHEREAS, the City of Round Rock has previously entered into a contract ("Contract') with
J.D. Abrams, LP for the University Boulevard Expansion 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. 2,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. 2 to the Contract with J.D. Abrams, LP for the University Boulevard
Expansion 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 27th day of October, 2022.
CRAIG MORG , Mayor
City of Round R,6ck, Texas
ATTEST:
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0112.20222;48748353-8234
EXHIBIT Pagel of3
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' Contract Quantity Adjustment/Change Order
,ta,Ogr6
Department: TRANSPORTATION
Project
Name: UNIVERSITY BLVD EXPANSION Date: 9/22/22
City Project Change Order/Quantity
ID Number CSI:0914-05-193 Adjustment No. 2
Vendor J.D.ABRAMS,L.P. 5811 Trade Center,Bldg 1,Austin TX 78744 512-3224000
Company Name Address Phone No.
Justification
-Revisions to 36 IN RCP and 24 IN RCP to connect with existing pipes. Add cement stabilized backfill at multiple pipe run Culvert 3. Revision to
extend future use sleeve.
-Plan Sheet 160A revisions. Special excavation increased to include floodwater cut as required for work in Upper Bmshy Creek WCID.
Temporary and permanent erosion control items Increased to stabilize disturbed soil in area of special excavation. A unique contract Rem was
added to install a gate for access to the special excavation site.
-Changed trenched conduit to bored conduit at two existing driveways in order to maintain traffic.Overhead electrical service added in CO#1
needed to be changed to underground service.
-Adding Rem 0730-6107 for mowing within the project limits.
-Adding Unique Item for the additional barricades and signage required per the revised TCP for the Vizcaya Pkwy and Lunata Way Intersections
-RFI#014.
-Adding 25 CY for Item 0420 6029-CL C CONC(CAP)for adding a concrete cap under the proposed roadway per plan revision issued by the
Engineer.
-Adding 159.28 SY for Item 106-6002-OBLITERATING ABANDONED ROAD for removing driveway at STA. 1172+00 that was not shown in the
plans.
-Adding 50 LF for Item 0506-6002-ROCK FILTER DAMS(INSTALL)(TY 2)for the additional QTY added at Culvert 1 Outfall as directed in the
field.
SUMMARY Amount %Change
Original Contract Price: $11,104,890.47
Previous Quantity Adjustment(s): -$14,469.34
This Quantity Adjustment: $114,983.20
Total Quantity Adjustment(s): $100,513.86
Total Contract Price with Quantity Adjustment(s): $11,205,404.33
Previous Change Order(s): $177,851.13 2%
This Change Order: $25,087.63 0%
Total Change Order(s)To Date: $202,938.76 2%
Adjusted Contract Price (Original Contract Price Plus
Quantity Adjmtment(s)Plus Change Order(s)]: $11,408,343.09
Difference between Original and Adjusted Contract Prices: $303,452.62
Original Contract Time: 557
Time Adjustment by previous Quan.Adj./Change Order: 0
Time Adjustment by this Quan.Adj./Change Order: 10
New Contract Time: 567
/A1 - ///II� JaiSubmitted for Approval
Prepared By: /M"f" me Gonzalez,Project Manager,J.D.Abrams,L.P. 10/12/22
O Signature �-'''��T Printed Name,Title,Company Date
n! / Approvals
Contractor:��P-Or$JL yr74.C1Li Steven Zbranek,VP of Operations,J.D.Abrams,L.P. 10/12/22
Signature el Printed Name,Title,Company Date
City Project
Manager, � D /0&&M'23 't' Gerald D. Pohlmeyer 10/13/2022
Man
-Z Signature V Printed Name,Ttle Date
Mayor/City
Manager
Signature Printed Name,Title Date
Page 2 of 3
Contract Quantity Adjustment/Change Order
r,ours
Project Name: UNIVERSITY BLVD EXPANSION
Quan.Adj./Change Order No.: 2
Change Order Data
Contract
Time
Adjustment
Item# Item Description Unit Qty. Unit Price Amount p
EA $4,
$T—BUM
—WM--6f6T—FULL-WIDTH MOWING
UNIQUE ITEM 1-GATE TO WCID
96086001 RESEVOIR EA 1.00 $5,500.001 $5,500.00
UNIQUE ITEM 2-FLOWABLE BACK-FILL
96086002 PIPE CY 30.00 $130.00 $3,900.00
UNIQUE ITEM 3-EXTEND FUTURE USE
96086003 SLEEVE LS 1.00 $4,466.38 $4,466.38
UNIQUE ITEM 4-INTERSECTION
9608 6004 DETOURS-BARRICADES&SIGNS MO 5.00 $923.55 $4,617.75
$0.00
$0.00
TOTALS: $25,087.63 0
Page 3 of 3
Contract Quantity Adjustment/Change Order
Ap-
Rr 0yi6
Project Name: UNIVERSITY BLVD EXPANSION
Quan.Adj./Change Order No.: 2
Quantity Adjustment Data
ContractTime
Bid Item# Item Description Unit Qty. Unit Price Amount Adjustment
(Days)
0106-6002 OBLITERATING ABANDONED ROAD SY 159.28 $5.00 $796.40
0110 6003 EXCAVATION(SPECIAL) CY 2,217.34 $15.00 $33,260.10 3
FURNISHING AND PLACING T P IL
0160 6003 (4") SY 31,335.00 $1.00 $31,335.00 5
BROADCAST SEED PERM RURAL
01646003 (CLAY) SY 1 36,035.00 1 $0.16 $5,765.60
0420 6029 CL C CONC(Cap) CY 25.00 $500.00 $12,500.00 2
0464 6005 RC PIPE(CL III)(24 IN) LF 12.00 $135.00 $1,620.00
0464 6008 RC PIPE(CL III)(36 IN) LF 24.00 $110.00 $2,640.00
0506-6002 ROCK FILTER DAMS(INSTALL)(TY 2) LF 50.00 $30.00 $1,500.00
0506 6020 CONSTRUCTION EXITS(INSTALL)(TY 1) SY 178.00 $17.00 $3,026.00
0506 6024 CONSTRUCTION EXITS(REMOVE) SY 178.00 $8.00 $1,424.00
BI DEG EROSN CONT LOGS INSTL
05066041 (12') LF 975.00 $6.001 $5,850.00
0506 6043 BIODEG EROSN CONT LOGS(REMOVE) IF 975.00 $0.25 $243.75
0618 6046 CONDT(PVC)(SCH 80)(2") LF (251.00) $10.50 -$2,635.50
0618 6047 CONDT(PVC) SCH 80 (Z")(BORE) LF 251.00 $26.25 $6,588.75
0618 6053 CONDT(PVC)(SCH 80)(3") LF (753.00) $12.60 -$9,487.80
0618 6054 CONDT(PVC)(SCH 80)(3")(BORE) LF 753.00 $27.30 $20,556.90
$0.00
$0.00
$0.00
TOTALS:i $114,983.20 10