R-2022-170 - 5/12/2022 RESOLUTION NO. R-2022-170
WHEREAS, the City Of Round Rock has previously entered into a contract (-Contract-) with
Chasco Constructors for the Oakmont Drive Fxtension 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
WIIEREAS, it has been determined that it is necessary to adJLISt/Cha1IL,)C the CIM-IntitiCS in said
Contract in accordance with the attached Quantity AdJ LUS4111 ell L/Change Order No. 2, Now '"I'herefore
13E IT RESOLVED BY THE COUNCIL OFTHE CITY OF ROUND ROCK, TEXAS,
"'hat the Mayor is hereby LIL11110rized and directed to eXeCLIte on behalfol' the City, Quantity
AdJustment/Change Order No. 2 to the Contract with Chasco Constructors for the Oakmont Drive
L.Mension Project, a copy of said quantity ad.justment/change order being attached hereto as l"xhibit
"A" and incorporated herein for all purposes.
'I'lie City Council hereby finds and declares that written notice 01' the date. hour, place and
subject of file ITICetin" gat Which this Resolution Nvas adopted was posted gaud that, Such Meeting was
open to the public as required by law at all Linies during which this ReSOIL16011 and the subject matter
hereol'were discussed, considered and formally acted Upon, all as required by the Open Meetings Act,
Chaptcr 55 1, Texas Government Code, as amended.
RESOLVED this 12th day ol'May, 2022.
CRAlGe6RG
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City ofjock,, Texas
FIA GAN I- INKS, dt), CleTV -/
EXHIBIT
"A" Palx I of 3
J
ContraCt Quantity Adjustment/Oange Order
1711'MINQ ROCK 11
Department: Transportatitin
Project
Name: Oakmont Drive Extension Date: 2/31/22
City Project Change Order/C uant:4
ID Number Adjustment No, 2
Vendor Chasco Constructors Pol Box 1057,Round Rock TX 786.80 5�12211-06 0_0
Company Narne Address Phone No,
3ustification
1)Relocate,adjust, lower exiting waterline 2)Relocate, adjust existing wastewater line&WWMI-i, per Chasm CP #03
SUMMARY Amount
Original Contract Price:
Previous Quantky Adjustavent(s): -$4,230,00
71ils Quantity Adjustment: $35,614.001
Total Quantity Adjustment(s): $31,3KOO
Total Contract Price with Quantity Adjustment(s): $2,481,378.00
Prevlou5 orange O;der(s): $35,163.00 1%
This Change Orden $118,58&75 50/a
Total Change Cirder(s)To Date-, $153,75L75 6%
Adyisted Contract, Price (Original Contract Price Plus
Quantity Ad)ustniant(s)Plus Change Order(s)): 2.,635,129,7'5
Difference between Or4j,4ia9 and Adjusted Contract Prlces; $185,135,75
Criginal Contract Time: 270
Time Adjustment by previous Chuan,Adj./Change order: 10
Time Adjustment by this Quan,Adi,/Change Order: 16
New Contract Tlme: 326
Submitted for Approval
Prepared By: Wil Stableln Prcrlect Mane er,C v of Round Rack TX 3/31/21
Signature Printed Name,Title,Company Date
AppWals
Contractor; Mll Bambflck
Signature Printed Name,Title,Cornpany Date
City Project
alPIanager: –f—J -It -,22
Signature Printed Name,Title tle Date
Mayor/City
Manager
Signature Printed Name,Title Date
l"a,gc 2 cel'
Contract nti j i rpt/Ch Order
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Project rne: Oakmont Drive Extension
Quem. dj,/Change Girder No,: 2
Chi lr�l r
Contract
Time
Item Item Description Unit qty. Unit Price Amount trot
CP 03- 1 R rnov 12"PVC WL LF +;4 —119=00
3 996,a
P 03-2 T`9 to'EAstln t�'aWfine t.�F 1 1 06I1.00 $1,060.00 1
CP 03-3 12" DIWaterline LF 10 131M $1,310M 1
CP 03-4 k-FFus-FVa7v—e '-
W at rllne LF 435 124.00 53 940,0'0
LF 45 $108M $4,860M
C P Waterj'... .�
CP 03 5 trllr7 LF O—$4;895,00 3
3_7 �v LF 4
. �
j v' LF ,' t 13h, 1
P 03- LT 1 � 3, 0 .00 ,t10 1.-
- 1 nt 4 fisting t itrs
—LF 1 2.,00 .I10
CTS 3. 1 test rircrC o i�V nate t r'it e LF 545 $3.77�. t�4 ,75 1
P - I me Prot tion� t r inn LF
CP 03- 14 Depths)Including Excavation&Backfill LF 25 $129.00 3,200.00 1
CP 03- 1 4 to lst ng astnw atnr Lrn � m 1,A 1 "16M 1
& �.,
w_.
19 nout LF 1 955.OTk
.. LF
CP 03- 19 Test WWstter L n �, ��...,,, ... ... 2
CURB LE' RELOCATION
� _.._._. ...��.�
CP 04-2 POTHOLELS 1 575,00 51K 0
CP 04-3 STORM SEWER TIE IN � E 2 .r $142.65,00 ---V2"530.0 1
P—04-4 FLOW FILL BACKFILL CW 16 $155M T,4-8-0'.'60 1
CP 04 6 1 C PIPE CL IjI 3p I 1 LF 30 113'.10 ,- ,-300,00 1
CP 04-7 30"' RCP PRE BENDS EA 2 920.00 1, O 1
CP 04 g' EIICWE EXISTING 10'CURB INLET E 1 , 5. 1
CP 06-4 S BGRADl PREP SY 35 3. 0 _ 1,253.00 1
CP 06.5 c3 RID SY 359 4.50 1,611,00 1
Page 3 of 3
Contract Quantity AdJ t/Change Order
ROUNORG
arar1�
Project Name: Oakmont D lve Extension
Chuan.A )./Chan e Order No,: 2
uaantl d est feta
Contract
,t.F
me
Adjustment
Old Item# Item Descrilptlan Unit Qtv. _Unft Price Aniount (bays)
Chia, ` .A _DS 2
P I
CP 03- 13 (AH Depths)InducHng Excavation LF 80 118.00 $8,440,00 1
CP 63- 15 �Perraove Existing Manhole 48-Inch Dsa EA 1 $835,00 $835.00 1
CP 03-16 New Mianho e Construction-48 inch EA 1 $7,4400.00 ��7,40 '. 1
CP 03-20 Trench Protection �4.F 105 5,00 525,00 1.
1N—L—E EE d� ,
DE ,SIGNS TRAFFICµ _..
CP 04 - 1 CONTROLS, FSC 0.5 2,6 0,00 $1,300.00 1
CP 0 4C F1PE CL III 24 IP4 �.. LF 18 . . _ -.... 88.0,0. 1,22
CP 04 8 1�&LET C 'PL 'Ct1FCCC 2 "'" EA 1 '$5,800.010
CFS 04. 10 3 FtENCH PROT 't4 LF 48 $5.00 240, 1
_ � 150 10.00 ^ 1,500" 1
_ _
CP 08- 3 E E5NCM ENT P NAL1�2!2 CCbM4P (1 P C`Y 1 a0 $9,00 1,3 r
A 4"aF 4 FINAL G CY 150 _ 40,00 0,000,
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