R-2016-3785 - 10/13/2016RESOLUTION NO. R-2016-3785
WHEREAS, the City of Round Rock has previously entered into a contract ("Contract") with
Cash Construction Co., Inc. for the Southwest Downtown District Infrastructure Improvements Phase
5A 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. 4, 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. 4 to the Contract with Cash Construction Co., Inc. for the Southwest
Downtown District Infrastructure Improvements Phase 5A 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 October, 2016.
ALAN MCGRAW, Mayor
City of Round Rock, Texas
ATTEST:
�4ft�. [AKL
SARA L. WHITE, City Clerk
0112.1604;00364516
rev, OBf l2
Department:
Project
Name:
City Project
ID Number
Justification
Transportation
CORR SWDT Ph 5A
SWDT5
EXHIBIT
Contract Quantity AdjustmentJChange Order
Page I of 3
Date: 7/12/16
Change Order/Quantity
Adjustment No. 4
lQuantity adjustments for additional concrete, waterline, electric, and paving work. Change order work for new concrete work, new gateway arch additions,
;edge milling for mill and overlay work, and other misc. work
SUMMARY
Amount
% Change
Original Contract Price:
$13,773,063.00
... . . ........ .
Previous Quantity'Adjustment(s).- _... ._. _
$820,268.40
This Quantity Adjustment:
$258,732.00
Total Quantity Adjustment(s):
$1,079,000.40
Total Contract Price with Quantity Adjustment(s):
$14,852,063.40
Previous Change Order(s):
$352,050.00
2%
This Change Order:
$419,383.30
3%
Total Change Order(s) To Date:
$771,433.30
5%
Adjusted Contract Price (Original Contract Price Plus Quantity Adjustment(s)
Pius Change Order(s)]:
$15,623,496.70
Difference between Original and Adjusted Contract Prices:
$1,850,433.70
Original Contract Time:
720 Calendar Days
Time Adjustment by previous Quan. Adj./Change Order:
35 Calendar Days
Time Adjustment by this Quan. Adj./Change Order:
0 Calendar Days
New Contract Time:
755 Calendar Days
Submitted for Approval
Prepared By: B.J. Cash, Cash Construction (Q j (o j ILO
SignaUre Printed Name, Title, Company Date
Approvals
Contractor: Q� B.J. Cash, Cash Construction to f4 j1�4
nature Printed Name, Title, Company Date
City Project , , A n _ .
CORR
ori
Mayor/City
Manager Alan McGraw, Mayor, CORR
Signature Printed Name, Title Date
Page 2 of 3
Contract Quantity Adjustment/ Change Order
W! 12
Project Name: CORR SWDT Ph 5A
Quan. Adj./Change Order No.:
Chanae Order Data
I U I ALb.1 tiS41`.3,dLS3.3U1 U
Item #
Item Description
p
Unit
Qty.
Contract
Time
Adjustment
Unit Price Amount (Days)
331
North Mays Guardrail include retrofil plate and 25 oot
temrinal anchor
LS
1
$4,290.00 $4,290.00
..382.-a:
South Mays Guzaf; fl at Bagdad
LS
1
$3,000.00 $3,00
333
Gateway Arch Plan Changes for CMU Columns and Rock
Facade
LS
1
$20,640.00 $20,640.00
345
Edge Mill ( north bridge to 79)
LF
3916
$11.00 $43,076.00
351
Hot Mix Asphaltic Concrete Pavement, Type D (Method
B; 1.5 -inch)
SY
20833
$12.50 $260,412.50
352
Cleaning and Sealing Existing Joints
LF
1326
$44.00 $58,344.00
353
Header Type Expansion Joint
CF
40.8
$726.00 $29,620.80
$0.00 $0.00
I U I ALb.1 tiS41`.3,dLS3.3U1 U
Page 3 of 3
Contract Quantity Adjustment/Change Order
�, canz
Project Name: CORR SWDT Ph 5A
Quan. Adj./Change Order No.
Quantity Adjustment Data
I
Bid Item #
Item Description
Unit
Qty.
Unit Price
Amount
Contract
Time
Adjustment
Da s
174
6" C-900 SDR 14 PVC Pie
LF 1
180
$200.00
$36,000.00
4"_C-9fU',,SDR L4 PVC Pipe
LF
372
$190,00 :,;.:a
:.,•.• K ?Q,4,00
..
185
6" MJ Gate Valve w/Valve Box
EA
1
$1,400.00
$1,400.00
184
4" MJ Gate Valve w/Valve Box
EA
3
$1,300.00
$3,900.00
176
6" MJ Cap
EA
1
$300.00
$300.00
173
4" MJ Cap
EA
2
$250.00
$500.00
84
6x6 Tapping Sleeve and Valve with 12x6 Reducer
EA
1
$5,500.00
$5,500.00
87
Removal of existing 8 -inch water line Contractor shall
maintain existing water services
LF
180
$120.00
$21,600.00
178
Ductile Iron Fittings
TON
0.15
$5,800.00
$870.00
77
Installing or Reconnecting Lateral Water Service to
Existing, or Replaced Pipe (Single 1-1/2" or 2" Water
Service Connection for City Meter, Backflow Preventor,
Etc.)
EA
11
$4,000.00
$44,000.00
81
Fire Hydrant Assembly per detail), includes leads and
6" Gate Valve
EA
1
$6,200.00
$6,200.00
245
Plane ASPH Conc Pav (TXDOT-354) (mill both Bridges)
SY
10428
$6.50
$67,782.00
$0.00
$258,732,001
0