CM-2015-684 - 2/13/2015City of Round Rock
r°e°xn"s°RO°` Agenda Item Summary
Agenda Number:
Title: Consider executing Quantity Adjustment/Change Order No. 1 with JKB
Construction Co., LLC for the Channel Erosion at Harvey Penick Drive
Project.
Type: City Manager Item
Governing Body: City Manager Approval
Agenda Date: 2/13/2015
Dept Director: Michael Thane, Director of Utilities and Environmental Services
Cost: $8,915.00
Indexes: 2014 Drainage Revenue Bonds
Attachments: CO-QA#1_JKB_HarveyPenick_CM2.13.15
Department: Utilities and Environmental Services
Text of Legislative File CM -2015-684
In October of 2014, City Council awarded a Construction Contract with JKB Construction
Co., LLC in the amount of $112,890 for the Channel Erosion at Harvey Penick Drive Project.
Additional quantities of limestone block and rock riprap were needed to complete this
project along with one change order item to clean up an existing area that was restricting
the flow of stormwater to an existing box culvert.
This Quantity Adjustment/Change Order No. 1, in the amount of $8,915, increases the
contract total to $121,805.
Staff recommends approval.
Ctty of Round Rock Pagel P1hMtlonL 2 015
LEGAL DEPARTMENT APPROVAL FOR CITY COUNCIL/CITY MANAGER ACTION
Required for Submission of ALL City Council and City Manager Items
Department Name: unlike 8 Environmanlal Services Project Name: Channel Erosion at Harvev Penlok Drive
Project Mgr/Resource: Lance shenenhanser ConlraotorNendor: JKe Conshudlon Co., LLC
Council Action:
ORDINANCE F --J RESOLUTION
QCity Manager Approval
CMAWording
Consider executing Quantity Adjustment/Change Order No. / vath JKB Construclion Co.. LLC for the Channel Erosion at Harvey
Penick Drive Project.
arney Approval
Attorney
Date I
OAwdox\SCCInts10199\1457\MISC\00328944.XLS Updated 6/3/08
Page I of3
Contract Quantity Adjustment/Change Order
m.WU
Department: Utilities and Environmental Services
Project
Name: Channel Erosion at Harvey Penick Drive Date: 2/5/15
City Project Change Order/Quantity
ID Number HPENK Adjustment No. 1
justification
Existing debris was obstructing the Bow through an existing Box Culvert so we had the Contractor remove it while he had equipment on site.
During the construction of the Limestone Block Wall it was deemed necessary to add one additional block to better tie in to the existing
landscape. After the plan quantity of Dry Riprap was placed the Design Engineer and City staff concurred that additional quantity was needed to
complete the armoring of the channel bottom.
Original Contract Price:
Previous Quantity Adjustment(s):
This Quantity Adjustment:
Total Quantity Adjustment(s):
Total Contract Price with Quantity AdjustmenKs):
Previous Change Order(s):
This Change Order:
Total Change Order(s) To Date:
Adjusted Contract Price [Original Cmmed Price Plus
Quantity Adjustment(s) Plus Change Order(s)]:
Difference between Original and Adjusted Contract Prices:
Onginal Contract Time:
Time Adjustment by previous Qmn. Adj./Change Order:
Time Adjustment by this Quan. Adj./Change Order:
New Contras To,
Prepared By:
Signature
City Project
0M-aojS - bSLA
Submitted for Approval
Prints1 ,,Titic,brnpany
Approvals
Printed Name,
0
$6,155.00 0.05
$6,155.00 0.05
$121,805.00 . ,
$8,915.00
Date
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Pxec 2 0l l
Contract Quantity Adjustment/Change Order
re,. ayii
Projed Name: Channel Erosion at Harvey Penick Drive
Quan. Adj./Change Order No.: I
r6.....e nm— n....
Item # Item Description Unit Qty. Unit Price Amount
Contract
Time
AdjustmentDa s
Debris removal from existin Box Culvert LS 1 $6,155.00 $6,155.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$o.00
;O.00
$o.00
o.00
;o.Bo
$0.00
$0.00—
$000
;o.00
$0.00
$o.00
$000—
000$o.00$000
$0.06—
$000
TOTALS: 6155. 0
Page 7 W 3
Contract Quantity Adjustment/Change Order
w, wn2
Project Name: Channel Erosion at Harvey Penick DOVe
Quan. Adj./Change Order No.: I
Bid Item # Item Description
UnitAdjustment
Qty. Unit
Price
Amount
Contract
Time
Dry Riprap, 18"-24"
Limestone Base Block
CY
SF
19
16
$190.00
$50.00
$1,960.00
$800.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
.00
$0.00
$0.00
$0.00
$0.00
$0.00
$o.00
$0.00
$0.00
$0.00
$0.00
$0.00
2 760.00
0