R-2018-6064 - 11/8/2018 RESOLUTION NO. R-2018-6064
WHEREAS, the City of Round Rock has previously entered into a contract ("Contract") with
Smith Contracting Company, Inc. for the Roundville Lane 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. 2,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. 2 to the Contract with Smith Contracting Company, Inc. for the
Roundville Lane 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 8th day of November, 2018.
CRAIG OR4�cck, Texas, Mayor
City o Round
ATTEST:
SARA L. WHITE, City Clerk
0112.1804;00412258
EXHIBIT
Page 1 of 3
kDUNORCCKTEiKYi Contract Quantity Adjustment/Change Order ...... I i L
rev,01/16
Department: TRANSPORTATION
Project
Name: ROUNDVILLE LANE Date: 10/1.9/18
City Project Change Order/Quantity
ID Number Adjustment No. 2
Vendor SMITH CONTRACTING CO.INC. 15308 GINGER ST AUSTIN TX 78728 512-990-7640
Company Name Address Phone No.
Justification
Quantity adjustments were made based upon existing conditions not foreseen during design.The project encountered hard rock instead of the
expected clay material.An on-site meeting with the geotech resulted in removing sections of lime treatment and adding 6"of base material to
areas where the lime treatment was not required.A waterline had to be relocated,as it was not located where our GIS had it called out.
Additional headwalls were required due to offsite developments.
SUMMARY Amount %Change
Original Contract Price:
$2,699,82-5.691'
Previous Quantity Adjustment(s): $35,439.25
This Quantity Adjustment: $71,324.50
Total Quantity Adjustment(s): $106,763.75
Total Contract Price with Quantity Adjustment(s): $2,806,589.44
Previous Change Order(s): $18,170.00 10/0
This Change Order: $20,522.50 1%
Total Change Order(s)To Date: $38,692.50 1%
Adjusted Contract Price [Original Contract Price Plus ,
Quantity Adjustment(s)Plus Change Order(s)]:
$2,845,281.941. __
Difference between Original and Adjusted Contract Prices: $145,456.25
Original Contract Time: 270
Time Adjustment by previous Quan.Adj./Change Order: 13
Time Adjustment by this Quan.Adj./Change Order: 23
New Contract Time: 306
Submitted for _
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_Ap�rovat _ _
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Prepared By: � t, ✓ �
Signature Printed Nar e,TMe,Company Date
Approvals
Contractor: Hardin m I V mi n in Co. - -
18
ignature Printed Name,Title,Company Date
City Project ,� ,.�-- �f / ,,-
Manager: t �t� ? f c�7� 4 �. 1("h Cills
SignatLAe Pri ted Name,Title ate
Mayor/City
Manager
Signature Printed Name,Title Date
Page 2 of 3
Contract Quantity Adjustment/Change Order
fiCStlMS7 ROCK 3EX:'5
rev,01116
Project Name: ROUNDVILLE LANE
Quan.Adj./Change Order No.: 2
Change Order Data
Contract
Time
Adjustment
Item# Item Description Unit Qty, Unit Price Amount Adjusus(Das
CO 2-1 RAIL TYPE T631 (STEEL RAIL ONLY) LF 149 $109.25 $16,278.25 1
CO 2-2 WATERLINE RELOCATION LS 1 $4,244.25 $4,244.25 5
$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
y
ROUND R0IXTEXAS
Mv,01/16
Project Name: ROUNDVILLE LANE
Quan.Adj./Change Order No.: 2
Quantity Adjustment Data
Contract
Time
Adjustment
Sid Item# Item Description Unit Qty, Unit Price Amount Adjusus(Das
ZMAR17WE END TREA I pi En r cry 13 EA
, ,
8 1J
050.09— 1
6 203-0 TYPE B LIME SLURRY TON 2.1 $165.00 $346.50
9 CL C COW(MISC) CY 58.15 $800.00 $46,520.00 10
24 PC CONCRETE DRIVEWAY SF 5 $8.001 $40.00
37 MTL W-BEAM GD FEN(TIM POST) LF -40 $64.00 -$2,560.00
39 CHAIN LINK FENCE REMOVAL LF 542 $9,00 $4,878,00 2
76 FLEXIBLE BASE CY 250 $45.00 $11,250.00 5
$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
$0.001
_. �_..................._........
...........
$0.00
_.. $0.00
TOTA "._ X71;37 .50 17