R-2025-095 - 4/24/2025 RESOLUTION NO. R-2025-095
WHEREAS, the City of Round Rock has previously entered into a contract ("Contract') with
Cash Construction Company, Inc. for the Gattis School Road Segment 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. 1, 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. 1 to the Contract with Cash Construction Company, Inc. for the Gattis
School Road Segment 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 24th day of April, 2025.
CRAIq MORON, Mayor
City of RounlRock, Texas
ATTEST:
("M
AN FRANKLIN, City Clerk
0112.20252;4902-8025-0164
EXHIBIT
Page 1 of 3
Contract Quantity Adjustment/Change Order
ev,01/16
Department: Public Works
Project
Name: Gattis School Road Segment 3 Date: 3/13/25
City Project Change Order/Quantity
ID Number Adjustment No. i
Vendor Cash Construction Company 217 Kingston Lacy Blvd 512-251-7872
Company Name Address Phone No.
Justification
Please see attached backup.
SUMMARY Amount %Change
Original Contract Price: $26,735,973.35
Previous Quantity Adjustment(s): $0.00
This Quantity Adjustment: $111,762.70
Total Quantity Adjustment(s): $111,762.70
Total Contract Price with Quantity Adjustment(s): $26,847,736.05
Previous Change Order(s): $0.00 0%
This Change Order: $43,932.64 0%
Total Change Order(s)To Date: $43,932.64 0%
Adjusted Contract Price [Original Contract Price Plus Quantity
Adjustment(s)Plus Change Order(s)]: $26,891,668.69
Difference between Original and Adjusted Contract Prices: $155,695.34
Original Contract Time: 700
Time Adjustment by previous Quan.Adj./Change Order: 0
Time Adjustment by this Quan.Adj./Change Order: 18
New Contract Time: 718
` .=-- Submitted for Approval
Prepared By: �� Scott Blanda,Project Manager,Cash Construction 3/13/25
Signature Printed Name,Title,Company Date
Approvals
Contractor: Scott Blanda, Project Manager,Cash Construction 3/13/25
Signature Printed Name,Title,Company Date
City Project M 1 ` _
Manager: ISL 6� �'tiLbA,�, 3-21-26
Signature Printed Name,Title Date
Mayor/City
Manager
Signature Printed Name,Title Date
Page 2 of
Contract Quantity Adjustment/Change Order
rev,01/l6
Project Name: Gattis School Road Segment 3
Quan.Adj./Change Order No.: 1
Change Order Data
Contract
Time
Adjustment
Item# Item Description Unit Qty. Unit Price Amount (Days)
1 CPR#1-Ped Poles at Double Creek EA 2 $2,250.00 $4,500.00 1
R# -Disconnect I emporary Wet Connect for L-
F, Backfill w/Concrete Encasement,Re-sequence crew
to areas of work not in current phase of construction.
Crew relocated from WL-C to WL-G while WL-F was in
2 re-design. LS 1 $15,044.04 $15,044.04 2
3 CPR#2-Add-Re-stocking Fee of 30"Encasement LS 1 $12,763.60 $12,763.60 0
CPR#3-Pole Relocations Due to Conflict with
4 Available Work LS 1 $11,625.00 $11,625.00 0
$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: 43,932.64 3
Project Name: Gattis School Road Segment 3
Quan.Adj./Change Order No.: 1
Page 3 of 3
Contract Quantity Adjustment/Change Order
Quantity Adjustment Data
Contract
Time
Adjustment
Bid Item # Item Description Unit Qty. Unit Price Amount
CPR#2-EXISTING BID ITEM-ENC PIPE STL(1/2 IN
WW-13(505) THICK)42-IN DIA(OC)(ALL DEPTHS) LF 147 $467.00 $68,649.00 3
CPR#2-EXISTING BID ITEM-PIPE(CL 250 RI DI OR
WW-21(510) PVC C900)20-IN DIA(DALL DEPTHS)E&B LF 12 $280.00 $3,360.00 0
CPR#2-EXISTING BID ITEM-WET CONNECTION(20-
WW-33(510) IN DIA X 20-IN DIA) EA 2 $4,370.00 $8,740.00 1
CPR#2-CREDIT-EXISTING BID ITEM-ENC PIPE
WW-11(505) ISTL(1/2 IN THICK)30-IN DIA(OC)(ALL DEPTHS) LF -130 $272.00 -$35,360.00 0
CPR#2-EXISTING BID ITEM-FLOWABLE BACKFILL
WW-1 401 AT NEW BID ITEM PRICE PER RFI 31 CY 10 $243.00 $2,430.00 0
CPR#4-EXISTING BID ITEM-JACKING OR BORING
ww-3(501) 18-IN STEEL PIPE 7/16 IN THICK LF 40 $565.00 $22,600.00 3
530-6004 CPR#5-EXISTING BID ITEM-DRIVEWAYS(CONC) SY 122 $102.00 $12,444.00 1
CPR#5-EXISTING BID ITEM-CONC CURB&GUTTER
529-6008 (TY II) LF 86 $22.00 $1,892.00 1
CPR#5-EXISTING BID ITEM REMOVING CONC
104-6017 (DRIVEWAYS) SY 295 $10.00 $2,950.00 1
CPR#5-EXISTING BID ITEM REMOVING CONC
104-6029 (CURB OR CURB&GUTTER) LF 210 $7.00 $1,470.00 1
216-6001 CPR#5-EXISTING BID ITEM PROOF ROLLING HR 5 $638.00 $3,190.00 0
531-6002 CPR#5-EXISTING BID ITEM-CONC SIDEWALKS(5") SY 15 $76.00 $1,140.00 1
CPR#5-EXISTING BID ITEM-REMOVING CONC
104-6036 SIDEWALK OR RAMP SY 61 $10.00 $610.00 0
CPR#6-EXISTING BID ITEM RIPRAP(STONE
432-6031 PROTECTION 12 IN) CY 75 $239.00 $17,925.00 3
CPR#7-EXISTING BID ITEM CEM STABIL BKFIL
400-6005 (replaced with fiowable backfill) CY -1142 $243.00 -$277,506.00 0
CPR#7-EXISTING BID ITEM-FLOWABLE BACKFILL
(reversing original bid item price and replacing it with
the cement stablized backfill price to use in lieu of the
WW-1(401) cement stablized ball per RFI 31) CY -4.7 $302.00 -$1,419.40 0
CPR#7-EXISTING BID ITEM @ NEW PRICE PER RFI
31-FLOWABLE BACKFILL(replacing the original bid
item price with the cement stablized backfill price as
WW-1(401) CLSM will be used in lieu of cement stablized base) CY 1146.7 $243.00 $278,648.10 0
TOTALS: $111,762.70! 15