R-2018-6157 - 12/6/2018 RESOLUTION NO. R-2018-6157
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. 3,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. 3 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 6th day of December, 2018.
CRAICyMORO,4N, Mayor
City of Round Rock, Texas
ATTEST:
L-, d1k
SARA L. WHITE, City Clerk
0112.1804;00413736
EXHIBIT
11A AP Page 1 of 3
Contract Quantity Adjustment/Change Order
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Department: TRANSPORTATION
Project
Name: ROUNDVILLE LANE Date: 11/15/18
City Project Change Order/Quantity
ID Number Adjustment No. 3
Vendor SMITH CONTRACTING CO.INC. 15308 GINGER ST AUSTIN TX 78728 512-990-7640
Company Name Address Phone No.
Justification
CO/QA#3 will remove the Bonded Concrete Overlay from the project and introduce the reguar mill and overlay costs,Additionally,CO/QA#3
add,and removes,items that were not required due to the discovery of a solid rock subgrade in several locations.
SUMMARY Amount %Change
Original Contract Price: $2,699,825.59 _
Previous Quantity Adjustment(s):
$106,763.75
This Quantity Adjustment: f
-$103,629.75'
Total Quantity Adjustment(s): $3,134.00
Total Contract Price with Quantity Adjustment(s): F-$2,702,959.69
Previous Change Order(s): $38,692,50 1%
This Change Order: $24,682.00 1%
Total Change Order(s)To Date: $63,374.50 2%
Adjusted Contract Price [Original Contract Price Plus -_
Quantity Adjustment(s)Plus Change Order(s)]: $2,766,334.19
Difference between Original and Adjusted Contract Prices: $66,508.50
Original Contract Time: 270
Time Adjustment by previous Quan.Adj./Change Order: 36
Time Adjustment by this Quan.Adj./Change Order: 0
New Contract Time: 306
Submitted for Approval
Prepared By:
Hardin amn 1T Y2 Smith ntracting Co. Inc. 11-15-18
Signature__ ._ Printed Name,Title,CompanyDate
Approvals
Contractor:
5?,*4 nature , Printed Name,Title,Company Date
City Project
Manager: Lf� . (
S ,a°
Signature Printed Name,Title a e
Mayor/City
Manager
Signature Printed Name,Title Date
Page 2 of 3
Contract Quantity Adjustment/Change Order
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Project Name: ROUNDVILLE LANE
Quan.Adj./Change Order No.: 3
Change Order Data
Contract
Time
Item# item Description Unit Adjustment
Qty. Unit Price Amount (Days)
A TACK COAT FOR 2" PAVING GAL 885 $7.80 $6,903.00
B TRAFFIC CONTROLS LS 1 $9,039.00 $9,039.00
C TEMPORARY TABS LS 1 $1,840.00 $1,840.00
D ADDITIONAL MOBILIZATIONS EA 2 $3,450.00 $6,900.00
$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
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Project Name: ROUNDVILLE LANE
Quan.Adj./Change Order No.: 3
u
Muir— Adjustment Data
Contract
Time
Bid Item# Item Description Unit Adjustment
Qty. Unit Price Amount (Days)
54 'lYPE B LIME SLURRY-
-I.. Boo.M95 LIME TRENFED SUBGRADE -162 $12-.0B -$1,9q4.00,
96 FLEXIBLE BASE CY 164
$50.00 $8,200.00
97 PLAN&TEXT ASPH CONC PAV 0-3 IN SY 120 $3.75 $450.00
98 4 IN CONCRETE PAVEMENT BCO SY -7498 $34.00 -$254,932.00
99 PC CONCRETE CURB&GUTTER LF 5 $20.00 $100.00
79 HMAC TYPE C TON 825 $140.00 $115,500.00
7 LIME TREATED SUBGRADE (8 IN. SY -675 $4.25 -$2,868.75
8 10 IN.CONCRETE PAVEMENT SY 119 $66.00 $7,854.00
9 CL C CONC(MISC) CY 8.89 $800.00 $7,112.00
71 REMOVE P.C.CONCRETE SIDEWALK SF 292 $20.00 $5,840.00
74 TYPE B LIME SLURRY TON 14.4 $350.00 $5,040.00
75 LIME TREATED SUBGRADE (6 IN, SY 922 $9.50 $8,759.00
P.C. CONCRETE CURB AND GUTTER
80 (FINE GRADING) LF 53 $20.00
$1,060.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$o.oa
$0.00
$0.00
10 TALS: -t1011-629-795; 0