R-2020-0254 - 9/10/2020RESOLUTION NO. R-2020-0254
WHEREAS, the City of Round Rock has previously entered into a contract ("Contract") with
Prota Construction, Inc. & Prota Inc. J.V. for the Pressure Reducing Valves 2, 4, 9 and BCRUA Valve
& Line Extension 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 Prota Construction, Inc. & Prota Inc. J.V. for the
Pressure Reducing Valves 2, 4, 9 and BCRUA Valve & Line Extension 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 5 51, Texas Government Code, as amended.
RESOLVED this loth day of September, 2020.
CRAIG RG ,Mayor
City of Round ock, Texas
ATTEST:
, ftvv *
SARA L. WHITE, City Clerk
01 12.20202, 00453920
rEXHIBIT I
"A"t Page I o f 3
Contract Quantity Adjustment/ Change Order
rev, 01116
Department: Utilities & Environmental Services
Project
Narne. PRV #2f #4j #9 & BCRUA and Line Extension Date: 6/30/20
City Project Change Order/Quantity
ID Number SEPMP AdjUstment No.
Vendor PROTA Constniction 1,Ir PROTA Ific., IN. P.O. Box 342195 Austin, TX 78734
Company Name Address Phone No,
Justification
Several Change Order Proposals
SUMMARY
Original Contract Price:
Previous Quantity Adjustment's):
This Quartity Adjustment -
Total Quartity Adjustment(s):
Total Contract Price with Quantity Adjustment(s):
Previous Change Order(s).-
"his Change Order -
'Total Change Order(s) To Date:
Adjusted Contract Price [Original Contract Price Plus
Quantity Adjustmentks) Plus Change Order(s)]:
Prepared By-
....... ...
270 Days
0 Days
54 Days
324 Days
................
f6r. M"
Printed Name,, Ttle,, Company Date
Approvals
Printed Name, Title, Company
T Jt,7k2qL,, .
Primes Name, i itie
Mayor/City
Manager
Signature Printed Name, Title Date
Page 1. of 3
Contract Quantity AdjustmentJChange Order
a am" slam V
�.
M40 no
01116
Project Names, PRV #2, #4, #9 & BCRUA and Line Extension
Quan, Adie/Change Order No.: I
Change Order Data
COt1t1'aCt
TIm e
Pq M
Adiumul-lent
*
Item Description -------------- ---- ---------
UnitItem----------
-------------------
Unit Price
Amount
(Working Days)
% 1% .................. ... ... ........
% -------- -------------- --------- - ----
---- ------------::J
MpOne at PRV #2 6 %Juto Va ve
=GOP I
Im�tanatlai
LS
$2,77p.00
$2,770.00
0
COP #2
OI Pipeline Installation at PRV ji2
LS
1- - -------
$l,256.00
$1,256.00 I---------
--
0 mom
Change due to shift PRV #2 from OCV to
COP #3
Cla-Val, Including BFV w/ Actuator
LS
$7,859.00
0
0$000
16' MI Gate Valve Installation at BCRUA
- -------------
------- -- --------- ----
-------------------------- ---- --
- ---- - ---------
COP #4
Site -------- -- - --- -- ---------
LS
1-------------
$18,571.00
$18,571.00
30
Furnishing 30' MJ Gate Val veat BCRUACOP
#5
Site
LS
1 -------
$14,626.4Q
$14,62b.00
0
Furnishing VRestrained
30'---
COP #6
Pipe — -- ----------------
LS
1
$0.00
$0.00
0
COP #7
4" DI Pipeline Relocation ----
---the
LS
- - --------------------------
$2,430.00
$2,430.00
0
Repair Existing Spool Settoin in
-----
COP #8
Concrete Wall -----------
LS
1----------
------- ------ -- $2,701.00
$2,701.00
U
New Layout for PRVs to e installed it
---
-----------------
-------------- COP #9
BCRUA Site
- ---- -1
$3,760.OQ
-- ---------$3,7b0.U0
0
Build Deadman (Additive) & Connection
---COP #10
of Pipelines at PRV *9 (Deductive)
LS
$3,fi42.00
$3,64200
4
Installation of16"---x12" Mi Reducer at
P_ #11
COLS
PRV #9- ----- -------- - ----- --------- ---
--
$917.00
$917*00
0
COP #12
North 81 Standpipe Works
LS$0000
-------------
0.00
0 ------
Build Deadmen at the New 18" Gate
Valve installed at PRV #9 and the
Existing 16" Butterfly Valve at the North
COP #
of the proposed PRV Concrete Vault
LS
$8,026.00
$81026-o00
5
COP#14
18" MI Gate Valve Installation Credit
LS
1
-$12,3l0.00
— ----- ------------ -
-$12,31D.00
-- 0
V
Additional Fittings or nsta anon o 18
---------------
MJ Gate Valve due to the existing
COP #15
pipeline is 20". ------ -------------------- - ------
-- LS77--_
- --------
$7,844.00
�7�$99v00
S
Connection of Pipeline at the North and
----------
--- - ---- - -------- - --
COP #ib
the South sides of PRV #9
--------
$11,059A0
$11,054A0
5
Additional Conduits and Wiring at CRUA
_LS
Mftl
COP #17
Site ----------------LS---
- ---i
$1,658.00
$1,658.00
0
---------------
------ — ----- - ---------------- --
------------
----------
$0.00
- -------------
- -- --------------
-----------------
$0.00
- ------------------ %q No -up I I �__
I -M ---- - ----- -----------
------- -------------
---------------------- ....................
.. ........... .. ..
---------------- --------- ... ..............
ldh
W.
$0.00
.
-Xv.. ------
. ...........
. . ........... ..........
$6
..........
-
%* ...... .
49
Page 3 of 3
Contract Quantity Adjustment/Change Order
01/16
Project Name,: PRV #2, #4, #9 & BCRUA and Line Extension
Quan. Adj./Change Order No.: 1
uantity Adjustment Data
Contract
Ti"me
Bld Itemaftription
....... . ..
.................. CWW= 8
U-n-Ift
Qtyl --------
Unit Price
Amount
Mae-
Adjumutlent
.............. . ..
.. ................
��34
...... .... . . .. .......
Extra Hand Excavation ..... ... -Nldwd�
CY
so -------
40$110000
.......... .. .... .....
.............. .
"$5,500000
................
. ........................
0
---- 35 .........,Extra
Machine Ex vation
ce
------
aw$65000
wa$3,1250-soo
0
��36
Extra Placement of Backfill Material ------ ---
-CY
so
30
Remove and Dispose Sidewalk
SY
56*55
--------------- $42000
$2137S910
2
��31
4" Sidewalk
Y
64
- ------------ $6100
--------------- - --
$31968900
3
- - ------
$0,000
- - ----- MM -------
------
$0200
---- ---------
--------------- - $09 no
-$0*001
- -- -------- - --- --------
$0000
- -- ------------ ------- - ------
------
-- - -- -------
$0000
---------
- ------
$0000
------------- ----------------
----- --
$0*00
-------- - - - -------------- ------
---------
- -
$0600
------
$0600
50
-----------
- ---------
-------------- --------------
----------- ----------- ---
- ------------- -- ----------
---------------- -
$0400
-----------
-- - ----------- --- ------------------ -
$0000
---------- - ---------
$0200
- - ----------------
---- -- -----------
$0900
---------- -- --- -
------------
$0 no
--------------
$0000
------- --
-------------- Min
----------------------------------
------------- ----------
----------
$0000
---- ----- ------- ------------------------- -------
- ----- -----
------------ -MUM-Ne-
-------- ----- ---------------- ---- ----------------
00 $04
- ---------------------------
----- -
----- --- ... .............
-------------- ------ ------- -------
.. ........ -
------- - ----- $0200
vti
--
.... ..........
Lti
------------ ---- ---- ---------------------
M$50656990
.. .... X*
----------..........