R-2024-088 - 4/25/2024 RESOLUTION NO. R-2024-088
WHEREAS, the City of Round Rock has previously entered into a contract ("Contract') with
Muniz Concrete & Contracting, Inc. for the Lake Creek Trail — Round Rock West Park to Centennial
Plaza 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 Muniz Concrete & Contracting, Inc. for the Lake
Creek Trail — Round Rock West Park to Centennial Plaza 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 25th day of April, 2024.
1,4 AZ
CRA R , Mayor
City of Round ock,Texas
ATTEST:
MEAGANKS, ity Clerk
0112.20242:4886-1520
EXHIBIT
"A"
" Page I of i
Contract Quantity Adjustment/Change Order
.a.b.oQ ,...
01.16
Department: PARD
Project
Name: Lake Creek Trail -Round Rod(West to Centennial Plaza Date: 4/3/24
City Project Change Order/Quantity
ID Number Adjustment No. 1
Vendor Muniz Concrete and Contractin 3523 Gonzalez St. B-110, Austin, TX 78702 512-385-2334
Company Name Address Phone No.
Justification
See attached Justification Sheet
SUMMARY Amount %Chang*
Original Contract Price: $2,461],328.00
Previous Quantity Adjustment(s):
This Quantity Adjustment: $7
Total Quantity Adjustment(s): $7
Total Contract Price with Quantity Adjustment(s): $2,53
Previous Change Order(s): 00/0
This Change Order: $17,220.50 10/0
Total Change Order(s)To Date: $17,220.50 1%
Adjusted Contract Price [Original Contract Price Plus
Quantity Adjustment(s)Plus Change Order(s)]: $2,554,237.67
Difference between Original and Adjusted Contract Prices: $92,909.67
Original Contract Time: 270 days
Time Adjustment by previous Quan.Adj./Change Order: 0
Time Adjustment by this Quan.Adj./Change Order: 10 days
New Contract Time: 280 days
Prepared By:
Signature Printed Name,title,Company Date
Contractor: Q6a� Q. 2L4� Jose J Muniz, President, Muniz Concrete & Contracting Inc 04-05-2024
Signat Printed Name, Tide, Company Date
City Project /� I/ M (� , t/ c-
Manager: // -�E Cz�,�},, .1 LA&4— F�L+y' 7/
Signature Printed Name, Title Date
Mayor/City
Manager
Signature Printed Name, Title Date
Page 2 of i
Contract Quantity Adjustment/Change Order
Probed Name: Lake Creek Trail - Round Rock West to Centennial Plaza
Quan. Adj./Change Order No.: 1
Change Order Data
Contract
Time
Adjustment
Item# Item Description Unit Qty. Unit Price Amount (Days)
1 Deleted Cul-de-sac at 23+90.42 LS 1 -$5,210.10 -$5,210.10 0
2 Remobilization for Gas Line Interference LS 1 $1,063.46 $1,063.46 0
3 Heat Map LS 1 $2,321.89 $2,321.89
4 Trail Revisions - 30+20 to 34+60 LS 1 $19,045.25 $19,045.25
$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
$0.00
$0.00
$0.00
$0.00
TOTALS:*
Pagc 3 of i
Contract Quantity Adjustment/Change Order
rev n '.e
Project Name: Lake Creek Trail Round Rock West to Centennial Plaza
Quan. Adj./Change Order No.: 1
quantity Adjustment Data
V,,,11917r,,.mar
Contract
Time
Bid Item # Item Description Unit Qty. Unit Price Amount Adjustment
14 Embankment CY 227.45 $51.60 $11,736.42
17 Stone Walls SF 50 $64.50 $3,225.00
19 Stone Wall Footings CY 0.55 $550.00 $302.50
20 Shared Use Path LF 3.5 $139.00 $486.50
13 Excavation CY 831.7 $37.50 $31,188.7510
22 Rail(guardrail) LF 115 $250.00 $28,750.00
$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
$0.00
$0.00
$0.00
7s.682.171 is
Lake Creek Tra i l
Change Order #1 Summary
Date:04/03/2024
Change Order#1 to the contract with Muniz Construction includes changes to the current phase of
construction.These changes include:
Deleted cul-de-sac at 23+90.42: This item includes all associated work with deleting the cul-de-sac at
the western edge of the Union Pacific Railroad. This area of the trail was in conflict with the Utility
Department bore under the Union Pacific Railroad ROW. Initially,their bore was to be completed prior
to the construction of the trail project; however, during construction Union Pacific made them utilize a
different type of bore which required a new approval process which lasted several months. The utility
contractor will pour this section of trail at the completion of their project.
Cost: $-5,210.00
Remobilization for Gas tine Conflict: During site layout and rough grading, Muniz identified a conflict
with a gas line that did not show up on the plans. While the City and Engineers determined the best way
to proceed with altering the wall section in this area, the contractor had to move to the other side of the
trail. Since equipment was not able to move beneath the railroad, the equipment required a
remobilization to the other end of the trail.
Cost: $1,063.46
Heat Map: The trail project followed the utilities wastewater line project for the bulk of the trail. When
Muniz Concrete reached the west side of the trail,they determined that the grades left behind by the
utility contractor did not match the existing grades shown in the plans—they were much higher. Muniz
conducted a heat map, performed by a surveyor,to demonstrate and quantify the additional amount of
excavation required(next item on this list).
Cost: $2,321.89
Excavation: This is the extra excavation required per the heat map(above) required to take the grades
back down to the existing. PARD decided to remove the full limits of added grade since this area is
adjacent to a drainage ditch and creek. This item was a quantity adjustment based on the contract unit
price.
Cost: $31,188.75
Trail Revisions between 30+20 and 34+60: This section of trail is beneath 1-35 where the contractor
encountered solid rock. There is a drain under 1.35 that will discharge directly onto the trail. The
engineer decided to place a French drain and dowel the concrete into the rock to armor the trail in this
section.
Cost: $19,045.25
Embankment: This is a quantity adjustment associate with the items above.
Cost: $11,736.42
Stone Walls: This is a quantity adjustment associate with the items above.
Cost: $3,225.00
Stone Wall Footings: This is a quantity adjustment associate with the items above.
Cost: $302.50
Shared Use Path: This is a quantity adjustment associate with the items above.
Cost: $486.50
Rail (guardrail): This is a quantity adjustment associated with additional walls needed after shop
drawings were completed. The wall adjustment pricing is still under review and will be included on the
next Change Order.
Cost: $28,750.00
TOTAL:$92,909.67