CM-2020-054 - 2/21/2020Page I of 3
WOM
rev, 01116
Department:
Project
Name:
City Project
ID Number
Vendor
Justification
Contract Quantity Adjustment/Change Order
Utilities & Environmeental Services
Arterial H 16 inch Waterline Extension 2018 Date: 1/28/20
Change Order/Quantity
ARTH2 Adjustment No. 1
QA Construction Services, Inc.
Company Name Address Phone No.
)ry utilities were placed in our assignment and mislocated during design. The existing w/w forcemain was not located as shown in the Record
)rawings.
SUMMARY
Original Contract Price:
Previous Quantity Adjustment(s):
This Quantity Adjustment:
Total Quantity Adjustment(s):
Total Contract Price with Quantity Adjustment(s):
Previous Change Order(s):
This Change Order:
Total Change Order(s) To Date:
Adjusted Contract Price (Original Contract Price Plus
Quantity Adjustment(s) Plus Change Order(s)]:
Difference between Original and Adjusted Contract Prices:
Original Contract Time:
Time Adjustment by previous Quan. Adj./Change Order:
Time Adjustment by this Quan. Adj./Change Order:
New Contract Time:
Submitted for A.tsrovail
Amount
$1,285,000.00
$43,820.00
$43,820.00
$1,328,820.00
$0.00
$0.00
$1,328,820.00
$43,820.00
240 Days
20 Days
260 Days
Change
0%
0%
0%
Prepared By: h
Jeff Bell / Project Manager
2/11120
k
Signature
Printed Name, Title, Company
Date
JEW
Apptovais
Contractor:
Dave Fernandez Project Manager QA Construction Services inc.
2/11/20
5ignatur
Printed Name, Title, Company
Date
City Project
Manager:
Jeff Bell / Project Manager
2/11/20
Sign re
Printed Name, Tide
Date
Mayor/Ci
Manage
y, ,.0
0 2.p
Signature Ll
Printed Name, Title
Date
Page 2 of 3
Contract Quantity Adjustment/Change Order
IIOUHL, MefOc
oi; Lf.
Project Name: Arterial H 16 inch Waterline Extension 2018
Quan. Adj./Change Order No.:
Chance Order Data
Item #
Item Description
Unit
Qty.
Unit Price
Amount
Contract
Time
Adjustment
(Days)
$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
$0.00
$0.00
$0.00
$0.00
Page 3 of 3
Contract Quantity Adjustment/Change Order
i I 14
Project Name: Arterial H 16 inch Waterline Extension 2018
Quan. Adj..,-Change Order No.:
Quantity Adjustment Data
I
Bid item #
Item Description
Unit
Qty.
Unit Price
Amount
Contract
Time
Adjustment
10
Jacking Or Boring 30" pipe, 7/16 steel
Pipe
LF
40
$550.00
$22,000.00
15
16" C906 DR 11 HDPE, Open
LF
30
$80.OD
$2,400.00
27
DI Fittings
TN
1.1
$5,200.00
$5,720.00
Potholes (4' to 7' deep)
Relocate Fire Hydrant
Remove & Dispose additional trees not
reflected on original plans
EA
EA
LS
8
1
1
$1,000.00
$2,500.00
$3,200.00
$8,000.00
$2,500.00
$3,200.00
$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.,
$43,820.00
20
74,
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City of Round Rock
ND ROCK
S Agenda Item Summary
Agenda Number:
Title: Consider executing Quantity Adjustment/Change Oder No. 1 with QA
Construction Services, Inc. for the Arterial H Waterline Extension Project
Type: City Manager Item
Governing Body: City Manager Approval
Agenda Date: 2/21/2020
Dept Director: Michael Thane, Utilities and Evironmental Services Director
Cost: $43,820.00
indexes: Self -Financed Water Construction
Attachments: QA No. 1, MAP
Department: Utilities and Environmental Services
Text of Legislative File CM-2020-054
A 16-inch waterline was constructed in 2017 with the Arterial H roadway to provide water for the
newly constructed Gardens at Mayfield Ranch Subdivision. This project was the first phase of a
transmission main needed to serve the City of Round Rock's 1071 pressure plane with high
pressure water from the Brushy Creek Regional Utility Authority's 48-inch transmission main.
This project, the second phase of the Arterial H waterline project, consists of constructing 4,547
linear feet of 16-inch high density polyethylene waterline and 536 linear feet of 12-inch ductile
iron waterline that will connect to the 1071 pressure plane. The project includes a connection
with the City of Georgetown at the east end of the waterline to serve as an emergency
interconnect for the 1071 pressure plane, as well as provide a delivery point for treated water
from Round Rock to the City of Georgetown.
During the trenching phase of this project, it became evident that the existing City of
Georgetown's wastewater forcemain and its electrical duct bank were not in their designated
alignment. It has become necessary to realign the Arterial H 16-inch water line further to the
south to maintain Texas Commission on Environmental Quality (TCEQ) required clearances
from the forcemain. This Quantity Adjustment (QA No. 1) also includes an additional 40 linear
feet of jacking and boring at Crest Lane because existing dry utilities prevent open trenching.
The cost of this realignment and bore extension is $43,820. This QA No. 1 will also add a time
extension of 20 days to the contract.
City o/Round Rock Pape 4 Pdnfed on 2/2MO20
Agenda item SUMM82 Continued CM-2020.054
Cost: $43,820
Source of Funds: Self -Financed Water Construction
City of Round Rock Page 2 Printed on z2vao2o