R-2018-5167 - 2/8/2018 RESOLUTION NO. R-2018-5167
WHEREAS, the City of Round Rock has previously entered into a contract ("Contract") with
Cash Construction for the Southwest Downtown District Infrastructure Improvements Phase 5B
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 Cash Construction for the Southwest Downtown
District Infrastructure Improvements Phase 513 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 February, 2018.
CRAI OR , Mayor
City of Roun ock, Texas
ATTEST:
SARA L. WHITE, City Clerk
0112.1804;00394130
EXHIBIT
!!A Il Page I of 3
Contract Quantity Adjustment/Change Order
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Department: Transportation
Project
Name: CORR SWDT Ph 5B Date: 12/27/17
City Project Change Order/Quantity
ID Number SWDT5 Adjustment No. 3
Justification
Additional concrete items such as turndown rockwails,sidewalk,steps,and driveways added to project scope. Also,dumpster pads,and rock pedestal added
too.
SUMMARY Amount %Change
Original Contract Price: _ $4,315,214.001
Previous Quantity Adjustment(s): $B3,988.00''
This Quantity Adjustment: $55,310.00
Total Quantity Adjustment(s): $139,298.00
Total Contract Price with Quantity Adjustment(s): =4,454,512.001
Previous Change Order(s): $50,765.00 1%
This Change Order: $51,367.00 1%
Total Change Order(s)To Date: $102,132.00 2%
Adjusted Contract Price (Original Contract Price Plus Quantity Adjustment(s)
Plus Change Order(s)): $4,556,644.00
Difference between Original and Adjusted Contract Prices: $241,430.00
Original Contract Time: 360 Calendar Days
Time Adjustment by previous Quan.Adj./Change Order: 0 Calendar Days
Time Adjustment by this Quan.Adj./Change Order: 0 Calendar Days
New Contract Time: 360 Calendar Days
Submitted for Approval
Prepared By: B.J.Cash,Cash Construction
Signature Printed Name,Title,Company Date
.............. ...........
Approvals
Contractor: B.J.Cash,Cash Construction L TS
SI ure Prinked Name,Title,Company Date
City Project �r �-.
Manager: !"^— Bill Stablein,Project Manager,CORK
Signature Printed Name,Title Date
Mayor/City
Manager Alan McGraw,Mayor,CORR
Signature Printed Name,Title Date
Page 2 of
Contract Quantity Adjustment/Change Order
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rev,08,,12
Project Name:CORR SWDT Ph 5B
Quan.Adj./Change Order No.: 3
Chan a Order Data
Contract
Time
Adjustment
Item# Item Description Unit Qty. Unit Price Amount (Days)
Leffingwell Sign Fix LS 1 $1,450.00 $1,450.00
Handrail at Leffingwell LS 1 $495.00 $495.00
Lee's Body Shop Gate remove&replace(6'x20'swing
gate with wheels,'sch 40 posts set in concrete footers,
&3 strand barb wire) LS 1 $3,460.00 $3,460.00
Business ADA Ramp Layout LS 1 $427.00 $427.00
Dumpster Pad(34.5'x 8') LS 1 $7,865.00 $7,865.00
6'Tall CMU Walls LS 1 $8,305.00 $8,305.00
Bollards EA 18 $615.00 $11,070.00
Rock Pedestal Excluding the Engraving LS 1 $18,295.00 $18,295.00
$0.00
$0.00
$0.00
TOTALS: $51,367. 0 0
Page 3 of 3
Contract Quantity Adjustment/Change Order
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Project Name:CORR SWDT Ph 5B
Quan.Adj./Change Order No.: 3
uantity Adjustment Data
Contract
Time
Adjustment
Bid Item# Item Description Unit Qty, Unit Price Amount (Days)
Contract Adds
P.C.Rein orced Concrete Steps(for Fire Station
14-360-6046 2)(Leffingwell18) LF 20 $330.00 $6,600.00
5-530-6004 P.C.Reinforced Concrete Driveway SY 68 $60.00 $4,080.00
9-529-6033 P.C.Reinforced Concrete Retainer Curb,Type A, LF 38 $75.00 $2,850.00
Portland ement Reinforced Concrete Sidewalks to 4-
inch Thickness(as needed to match existing sidewalk on
site for each address at ROW)24SY WHERE+75SY
8-531-6042 SICFIT SY 99 $85.00 $8,415.00
Turndown Mortared Rock Limestone Block(6"x6"x up to
24")Wall,with mortared joints up to 3-feet tall,
including foundation,(measured square feet of face of
11-423-6015 block)complete in place per square foot(WHERE) SF 297 $45.00 $13,365.00
50 Trench Drain per LF(if required)(RFI 46) LF 10 $2,000.00 $20,000.00
$0.00
$0.00
$0.00
$o.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
TOTALS: $55,310.00, 0