R-2014-1445 - 6/12/2014 l
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RESOLUTION NO. R-2014-1445
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WHEREAS, the City of Round Rock has previously entered into a contract ("Contract") with
Cash Construction for the Chisholm Trail Road Phase 3 Improvements Project, and E
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WHEREAS, the Council has determined that it is necessary to make adjustments/changes to
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the quantity of work to be performed or materials, equipment, or supplies to be provided, and
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WHEREAS, it has been determined that it is necessary to adjust/change the quantities in said
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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
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Adjustment/Change Order No. 3 to the Contract with Cash Construction for the Chisholm Trail Road
Phase 3 Improvements Project, a copy of said quantity adjustment/change order being attached hereto
as Exhibit"A" and incorporated herein for all purposes.
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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
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open to the public as required by law at all times during which this Resolution and the subject matter
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hereof were discussed, considered and formally acted upon, all as required by the Open Meetings Act,
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Chapter 551, Texas Government Code, as amended. 3
RESOLVED this 12th day of June, 2014. rt
ALVN MCGRAW, Mayor
City of Round Rock, Texas
ATTEST:
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SARA L. WHITE, City Clerk
0112.1304;00304230
EXHIBIT Page I of 3
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Contract Quantity Adjustment/Change Order "A"
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rev,08112
x
Department: Transportation
Project
Name: Chisholm Trail Road Phase 3 Improvements Date: 4/28/14
City Project Change Order/Quantity
ID Number TX04CHS3 Adjustment No. 3
justification
Had some additional and deductive adjustments to plan quanties to finish out the project. Also,had a few minor change order items added like the 4"
concrete flume and some misc.water line items.
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SUMMARY Amount %Change
Original Contract Price: �?
$3,354,101.00f,
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Previous Quantity Adjustment(s): $260,430.00
This Quantity Adjustment: $59,241.00' I'
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Total Quantity Adjustment(s):
$319,671_00,
Total Contract Price with Quantity Adjustment(s): $3,673,772.00f
Previous Change Orden(s): $166,630.00 5% E'
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This Change Order: $50,180.65 1%
Total Change Order(s)To Date: $216,810.65 6%
Adjusted Contract Price [Original Contract Price Plus Quantity Adjustment(s) �x
Plus Change Order(s)]:
$3,890,582.65
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Difference between Original and Adjusted Contract Prices: $536,481.65
Original Contract Time: 180 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: 180 Calendar Days t
. `*,, Submitted for A0 a
?repared By: BJ.Cash,Cash Construction
Aghature Printed Name,Title,Company Date
Approvals
Antractor: �'d B.J.Cash,Cash Construction 41n
l�AAIIn(�a}ture CC Printed Name,Title,Company Date
aty Project U Q-- V g
Manager: Bill Stablein,Project Manager,CORR .S`
Signature Printed Name,Title Date
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Mayor/City
Manager Alan McGraw,Mayor,CORR
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Signature Printed Name,Title Date i
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Page 2 of 3
Contract Quantity Adjustment/Change Order
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2'/,08/12 66
Project Name: Chisholm Trail Road Phase 3 Improvements
Quan.Adj./Change Order No.: 3
Change Order Data 6
Contract
Time
Adjustment
Item# Item Description Unit Qty. Unit Price Amount Das
12"Water Line Lower Station 107+50 Proposed Storm
117 in Conflict with Existing 12" LS 1 $2,735.00 $2,735.00
1"Water Service Reloacate Station 110+50 Service was e
118 in subgrade LS 1 $1,500.00 $1,500.00 0
119 Install New Air Release at Station 111+50 LS 1 $3,000.00 $3,000.00
4"Concrete Flume for MSE Wall(Dowel to Curb at 24"
120 OC CY 55.61 $665.00 $36,980.65
121 Steel Shaft Foundations EA 2 $1,760.00 $3,520.00
122 MH A-40 Built but due Field Adj.Not installed. EA 1 $2,445.00 $2,445.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00 3
$0.00
$0.00
$0.00
$0.00 I
$0.00
$0.00 €
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
TOTALS: $50,180. 5 0
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Page 3 of 3 c
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Contract Quantity Adjustment/Change Order
rev,08/12
Project Name: Chisholm Trail Road Phase 3 Improvements
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Quan.Adj./Change Order No.: 3
Quantity Adjustment Data I,
M Contract
Time
Bid Item# Item Description Unit Qty. Unit Price Amount Adjustment
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112 Drill Shaft(30") LF 22 $340.00 $7,480.00
102 CONDUIT PVC SCHD 40 2' LF 681 $6.00 $4,086.00
103 CONDUIT(PVC)(SCHD 40)(3") LF 604 $10.00 $6,040.00 0
105 CONDUIT(PVC)(SCHD 80)(3")BORE LF -776 $22.00 -$17,072.00
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47 REFLECTORIZED PAVEMENT MARKERS(TY II-A-A) EA 156 $5.00 $780.00
48 REFLECTORIZED PAVEMENT MARKERS(TY I-C) EA 3 $5.00 $15.00
50 WK ZN PAV MRK(NON-REMOV)4"(Y) LF 1 167 $1.00 $167.00 f
REFLECTORIZED TYPE I THERMOPLASTIC PAVEMENT
MARKINGS,4 INCHES IN WIDTH,90 MILS IN
55 THICKNESS,WHITE IN COLOR LF 2889 $0.50 $1,444.50
REFLECTORIZED TYPE I THERMOPLASTIC PAVEMENT
MARKINGS,4 INCHES IN WIDTH,90 MILS IN
57 THICKNESS,YELLOW IN COLOR LF 2132 $0.50 $1,066.00
REFLECTORIZED TYPE II PAINT PAVEMENT MARKINGS,
58 4 INCHES IN WIDTH,YELLOW IN COLOR LF 937 $0.50 $468.50
REFLECTORIZED TYPE I THERMOPLASTIC PAVEMENT z
MARKINGS, 12 INCHES IN WIDTH,90 MILS IN
59 THICKNESS,WHITE IN COLOR LF 238 $1.00 $238.00 f
REFLECTORIZED TYPE II PAINT PAVEMENT MARKINGS,
60 12 INCHES IN WIDTH,WHITE IN COLOR LF 99 $1.00 $99.00
REFLECTORIZED TYPE I THERMOPLASTIC PAVEMENT
MARKINGS,24 INCHES IN WIDTH,90 MILS IN
61 THICKNESS,WHITE IN COLOR LF 1199 $5.00 $5,995.00
REFLECTORIZED TYPE II PAINT PAVEMENT MARKINGS,
62 24 INCHES IN WIDTH,WHITE IN COLOR LF 82 $3.00 $246.00
64 ELIMINATE EXISTING PAVEMENT MARKINGS(4") LF 2967 $1.00 $2,967.00
HOT MIX ASPHALT CONCRETE PAVEMENT TYPE B
(PG64-22)(additional Qty Needed for Parking Lot&
9 Driveway) TON 383 $77.00 $29,491.00 z
15 P.C.SIDEWALK CURB RAMP W/PAVERS(TY 1) EA 4 $1,100.00 $4,400.00
14 NEW P.C.CONCRETE SIDEWALKS,5 IN THICKNESS SF 2266 $5.00 $11,330.00
$0.00
$0.00
$0.00
$0.00 E:
$0.00
$0.00
$0.00 '
IOTA : $59,241.00 0
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Page 1 of 3
Contract Quantity Adjustment/Change Order
rev,08112 .
Department: Transportation
i;
Project
Name: Chisholm Trail Road Phase 3 Improvements Date: 4/28/14
f
City Project Change Order/Quantity
ID Number TX04CHS3 Adjustment No. 3
Justification
Had some additional and deductive adjustments to plan quanties to finish out the project. Also,had a few minor change order items added like the 4"
S
concrete flume and some misc.water line items. }
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SUMMARY Amount %Change
Original Contract Price: $3,354,101.00 l i`I
Previous Quantity Adjustment(s): $260,430.00
This Quantity Adjustment: $59,241.00
Total Quantity Adjustment(s): $319,671.00
Total Contract Price with Quantity Adjustment(s): $3,673,772.00
Previous Change Order(s): $166,630.00 5%
This Change Order: $50,180.65 1%
Total Change Order(s)To bate: $216,810.65 6% [
Adjusted Contract Price [Original Contract Price Plus Quantity Adjustment(s) ;
Plus Change Order(s)]: $3,890,582.65MM
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Difference between Original and Adjusted Contract Prices: $536,481.65
Original Contract Time: 180 Calendar Days (:
Time Adjustment by previous Quan.Adj./Change Order: 0 Calendar Days
i
Time Adjustment by this Quan.Adj./Change Order: 0 Calendar Days
New Contract Time: 180 Calendar Days
Prepared By: B.J.Cash,Cash Construction 17-811,q I
nature Printed Name,Title,Company Date
Contractor: B.J.Cash,Cash Construction y /Z f6/I y !;
nature Printed Name,Title,Company Date
City Project
Manager: — Bill Stablein, Project Manager,CORR A-6 -14
Signature Printed Name,Title Date
Mayor/City
Manager Alan McGraw, Mayor,CORR
Signature Printed Name,Title Date
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R-2014-1445
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Page 2 of 3
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Contract Quantity Adjustment/Change Order
rev,08/12
Project Name: Chisholm Trail Road Phase 3 Improvements
Quan.Adj./Change Order No.: 3
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Change Order Data
IN
Contract
Time
Adjustment '
Item# Item Description Unit Qty. Unit Price Amount Das f
12"Water Line Lower Station 107+50 Proposed Storm '
117 in Conflict with Existing 12" LS 1 $2,735.00 $2,735.00
1"Water Service Reloacate Station 110+50 Service was
118 in subgrade LS 1 $1,500.00 $1,500.00 0
119 Install New Air Release at Station 111+50 LS 1 $3,000.00 $3,000.00
4"Concrete Flume for MSE Wall(Dowel to Curb at 24"
120 OC CY 55.61 $665.00 $36,980.65
121 Steel Shaft Foundations EA 2 $1,760.00 $3,520.00
122 MH A-40 Built but due Field Adj. Not installed. EA 1 $2,445.00 $2,445.00 '
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00 t,
$0.00 :
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00 r
$0.00
$0.00
$0.00
TOTALS: 50,1 5 0 g:
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Page 3 of 3 e
Contract Quantity Adjustment/Change Order
rev,08/12
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Project Name: Chisholm Trail Road Phase 3 Improvements
Quan.Adj./Change Order No.: 3
Quantity Adjustment Data
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Contract '
Time i
Adjustment
Bid Item# Item Description Unit Qty. Unit Price Amount fnawcl
112 Drill Shaft(30") LF 22 $340.00 $7,480.00 4
102 CONDUIT PVC SCHD 40 2" LF 681 $6.00 $4,086.00 1
103 CONDUIT(PVC)(SCHD 40)(3") LF 604 $10.00 $6,040.00 0
105 CONDUIT(PVC)(SCHD 80)(3")BORE LF -776 $22.00 -$17,072.00
47 REFLECTORIZED PAVEMENT MARKERS(TY II-A-A) EA 156 $5.00 $780.00
48 REFLECTORIZED PAVEMENT MARKERS(TY I-C) EA 3 $5.00 $15.00
50 WK ZN PAV MRK(NON-REMOV)4"(Y) LF 167 $1.00 $167.00
REFLECTORIZED TYPE I THERMOPLASTIC PAVEMENT
MARKINGS,4 INCHES IN WIDTH,90 MILS IN z
55 THICKNESS,WHITE IN COLOR LF 2889 $0.50 $1,444.50
REFLECTORIZED TYPE I THERMOPLASTIC PAVEMENT t
MARKINGS,4 INCHES IN WIDTH,90 MILS IN
57 THICKNESS,YELLOW IN COLOR LF 2132 $0.50 $1,066.00
s
REFLECTORIZED TYPE II PAINT PAVEMENT MARKINGS,
58 4 INCHES IN WIDTH,YELLOW IN COLOR LF 937
$0.50 $468.50
REFLECTORIZED TYPE I THERMOPLASTIC PAVEMENT
MARKINGS, 12 INCHES IN WIDTH,90 MILS IN
59 THICKNESS,WHITE IN COLOR LF 238 $1.00 $238.00
i
REFLECTORIZED TYPE II PAINT PAVEMENT MARKINGS,
60 12 INCHES IN WIDTH,WHITE IN COLOR LF 99 $1.00 $99.00
REFLECTORIZED TYPE I THERMOPLASTIC PAVEMENT x
MARKINGS,24 INCHES IN WIDTH,90 MILS IN
61 THICKNESS,WHITE IN COLOR LF 1199 $5.00 $5,995.00
REFLECTORIZED TYPE II PAINT PAVEMENT MARKINGS,
62 24 INCHES IN WIDTH,WHITE IN COLOR LF 82 $3.00 $246.00
64 ELIMINATE EXISTING PAVEMENT MARKINGS(4") LF 2967 $1.00 $2,967.00 '
HOT MIX ASPHALT CONCRETE PAVEMENT TYPE B
(PG64-22)(additional Qty Needed for Parking Lot&
9 Driveway) TON 383 $77.00 $29,491.00 g
15 P.C.SIDEWALK CURB RAMP W/PAVERS(TY 1) EA 4 $1,100.00 $4,400.00
14 NEW P.C.CONCRETE SIDEWALKS,5 IN THICKNESS SF 2266 $5.00 $11,330.00
$0.00 x
$0.00
$0.00
$0.00 t
$0.00
$0.00
$0.00
TOTALS: $59,241.00 0
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