Contract - DeNucci Constructors, LLC - 7/25/2019 Pagc t of 3
Contract Quantity Adjustment/Change Order
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Department: PARD
Project
Name: Brushy Creek Trail-Veterans to Rabb Date: 6/27119
001 Project Change Order/Quantity
ID Number Adjustment No, 1
Vendor DeNucci Constructors, LLC 8310.1 Crap Texas Hwy.N. #275,Austin,TX 78731 512-335-0600
Company Name Address Phone No.
Justification
Work associated with the attached Change Directive #1--Rev. See attached Summary Sheet. Items associated with a quantity adjustment(see
summary sheet for details)are estimated quantities. Actual quantites, if varying from these estimates,will be reconciled with a future Quantity
Adjustment.
SUMMARY Amount a/o Change
Original Contract Pr ce:
1,929,348.00
Previous Quantity Ad)ustment(s).
This Quantity Adjustment: $9,232.00
Total Quantity Adjustment(s): $9,232.00;
Total Contract Price with Quantity Adjustment(s): $1,938,5$0,00
Previous Change Order(s): $0.00 0%
This Change Order: $56,662.77 3%
Total Change Order(s)To Date: $56,662.77 3%
Adjusted Contract Price [Original Contract Price Plus
Quant.ly Adjustment(s)Plus Change Order(s)]: $1,995,242.77
Difference between Original and Adjusted Contract Prices $65,899.77
Or gina,Contract Time, 270
Time Adjustment by previous Quan..Ad1,/Change Order: 0
Time Adjustment by th?s Quan.Adj./Change Order: 39
New Contract Time 309
Submitted for Approval
Prepared By- PKEAL EC-)) _7 ) �
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Signature Printed Name,Title,Com any Date
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City Project
Signature Printed Name,Title,Conpan �
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Manager: Azz.- - vkna S&FA r ' !l
Siglure Printed Name, tle Date
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Manager
Sign more Printer Name,Titi
Date
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--- Contract Quantity Adjustment/Change Order
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Project Name: Brushy Creek Trail-Veterans to Rabb
Quan. Adj./Change Order No. 1
Change Order Data
Contract
Time
Item # Item Description UnitAdjustment
QtY. Unit Price Amount -(Days)
1 Labor LS 1 $13,441.60 $13,441.60 39
2 Concrete form rental LS 1 $6,090.00 $6,040.00
3 Drill and set W12 beams for shoring LS 1 $2,760.00 $2,760.00
9 Shoring material rental LS 1 $8,641.01 $8,641.01
5 Engineered shoring plan LS 1 $1,750.00 $1,750.00
6 Equipment LS 1 $16,518.00 $16,518.00
7 Labor Burden,Profit, Overhead $11,959.43 $13,379.93
8 Adjustment LS 1 -$5,867.77 -$5,867.77
$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
T T $56,662,771 39
Page 3 of
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Contract Quantity Adjustment/Change Order
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Project Name: Brushy Creek Trail-Veterans to Rabb
Quan.Adj./Change Order No.: 1
uantity Adjustment Data
Contract
Time
Bid Item# Item Description UnitAdjustment
Qty. Unit Price Amount
16 Box Culvert Extension LF 85 $800.00 $68,000.00
17 Parallel Wing Wall EA 1 $6,500.00 $6,500.00
19 Deduct Concrete Trail SF 850 $6.00 -$5,100.00
55 Deduct 16' Retaining Wail LF -50 $640.00
54 Deduct 14'Retaining Wall LF -36 -$30,000.00
$560.00 -$20,160.00
40 Deduct Flagstone Paving SF -170 $22.00 -$3,740.00
38 Deduct Chainiink Fence LS -97 $44.00 -$4,268.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$a.o0
$O.00
$0.00
$0.00
$0.00
$0.00
—TuffL 9 232.00 0
Brushy Creek Regional Trail -Veterans to Rabb Change Order#1 Summary
Date:06/27/19
This Change Order shall constitute a final settlement of any claims that Contractor may have based upon
any delays to the Project that occurred through June 14, 2019 and based upon the adjustment to the
Contract Time that is the subject of this Change Order. Contractor, by executing this Change Order,
hereby waives and releases any claims that the Contractor may have for additional compensation
resulting from any delays to the Project that have occurred through lune 14, 2019 and as a result of any
extensions of the Contract Time included in this Change Order including, but not limited to, any claims
for extended general condition costs. The execution of this Change Order by the City of Round Rock,
Texas or the Contractor shall not constitute a release or waiver of any claim that Contractor may have
under Contractor's Change Proposal 3 REV 2,which has been and continues to be disputed by the City of
Round Rock,Texas.These changes include:
Labor: This item addresses additional excavation, hauling and backfill operations associated with the
Change Directive. The Change Directive includes extending the box culvert to limit need for excessive
excavation associated with original walls.
Cost: $13,441.60
Concrete Form Rental: Cost for concrete forms needed to build the culvert extension.
Cost: $6,040.00
Drill for W12 beams:To install additional shoring system necessary to support culvert extension, W12
beams needed to be drilled and set.
Cost: $2,760.00
Shoring Material Rental: Cost to rent W12 beams and steel shoring plates needed to provide shoring for
the culvert extension.
Cost: $8,641.00
Engineered Shorting Plan: Cost for the engineering of the shoring plan.
Cost: $1,750.00
Equipment: Mobilization,demobilization, and operating costs associated with equipment needed to
perform the work associated with the Change Directive.
Cost: $16,518.00
Box Culvert Extension: It was determined that extending the box culvert would be the best solution to
decrease excessive excavation adjacent property. Additionally,the extension will allow for better slope
stabilization post-construction and offer a safer trail corridor in the future. This item is an estimated
quantity based on plan revision. If actual quantities vary from this estimate,quantities will be reconciled
after construction with a future CO/QA.
Cost: $68,000.00
Parallel Wing Wall:The wing wall associated with the base bid box culvert was formed up with footings
poured. An additional wing wall will be needed at the end of the extended box culvert
Cost:$6,500.00
Deduct Concrete Trail:Since the culvert was extended, the trail section that would have been
constructed in this area is not needed. This item is an estimated quantity based on plan revision. If
actual quantities vary from this estimate, quantities will be reconciled after construction with a future
CO/QA.
Cost: ($5,100.00)
Deduct 16'Retaining Wall: Walls have been eliminated due to the extension of the box culvert. The
purpose of the wall was to permanently stabilize the uphill slope at the trail location. Since the box
culvert will replace the trail in this location and allow for backfill over the top,the walls are no longer
necessary.
Cost: ($32,000.00)
Deduct 14'Retaining Wall: Walls have been eliminated due to the extension of the box culvert. The
purpose of the wall was to permanently stabilize the uphill slope at the trail location. Since the box
culvert will replace the trail in this location and allow for backfill over the top,the walls are no longer
necessary This item is an estimated quantity based on plan revision. If actual quantities vary from this
estimate,quantities will be reconciled after construction with a future CO/QA.
Cost: ($20,160.00)
Deduct Flagstone Paving:The plans called for flagstone paving at the exit of the base bid culvert to
provide a transition to the walls. This is no longer necessary. This item is an estimated quantity based
on plan revision. If actual quantities vary from this estimate, quantities will be reconciled after
construction with a future CO/QA.
Cost: ($3,740.00)
Deduct Chainlink Fence: Plans called for the chainlink fence to be installed on top of the walls. Since
the walls are deleted, the chainlink fence is no longer necessary.This item is an estimated quantity
based on plan revision. If actual quantities vary from this estimate,quantities will be reconciled after
construction with a future CO/QA.
Cost: ($4,268.00)
Negotiated Adjustment:
Cost: ($5,867.77)
Subtotal this Change Order: $52514.84
OH/P: $13,379.93
TOTAL:$65,894.77
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