R-12-11-20-G4 - 11/20/2012RESOLUTION NO. R -12-11-20-G4
WHEREAS, the City of Round Rock has previously entered into a contract ("Contract") with
Chasco Constructors for the Kenney Fort Boulevard (Arterial A) 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 Chasco Constructors for the Kenney Fort
Boulevard (Arterial A) 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 20th day of November, 2012.
ALAN MCGRAW, Mayor
City of Round Rock, Texas
ATTEST:
4 W,.
SARA L. WHITE, City Clerk
O:\wdox\SCClnts\0112\1204\MUNICIPAL\00262082 DOC/rmc
„ Contract Quantity Adjustment/ Change Order
rev. 05)12
Department Transportation
Project Kenney Fort Blvd. (Arterial A)
Name
City Project TX02ARTA
ID Number
Justification
Page 1 of 3
Date: 10/9/2012
Change Order/Quantity Adjustment 3
No.
UPRR mainline required re -tamping to align with new bridge construction, additional track footage was required to fie in to UPRR mainline. new intersections and street stub
outs were added at the request of CORR, conduit sleeves were added at street stubs and intersections for future use, street light foundations were re -sized from 24" to 30" to
accommodate breakaway bases, breakaway bases were added at street lights, temporary special shoring at UPRR bridge was revised due to rock conditions encountered.
SUMMARY
Original Contract Price:
Previous Quantity Adjustment(s):
This Quantity Adjustment:
Total Quantity Adjustment(s):
Total Contract Price with Quantity Adjustment(s):
Previous Change Order(s):
This Change Order:
Total Change Order(s) To Date:
Adjusted Contract Price [Original Contract Price Plus Quantity
Adjustment(s) Pius Change Order(s)]:
Difference between Original and Adjusted Contract Prices:
Original Contract Time:
Time Adjustment by previous Quan. Adj./Change Order:
Time Adjustment by this Quan. Adj./Change Order:
New Contract Time:
Submitted for Approval
Amount % Change
$17,095,753.80
-$244,177.50
$95,158.03
($149,019.47)
$16,946,734.33
$288,704.20 1.70%
$445,791.27 2.63%
$734,495.47 4.33%
$17,681,229.80
$585,476.00
730 Calendar Days
Calendar Days
14 Calendar Days
744 Calendar Days
Prepared By
Signature Bill Stablein, Project Manager, CORR Date
Approvals
Chasco q/
ConstructorsA.6( 1 p �j! • Z
Signature tharles Glace Jr., Pres dent, ehasco, Constructors Date
Engineer
City of Round
Rock
Signature David Hohman, Engineer, HDR Date
Signature
Alan McGraw, Mayor, City of Round Rock
EXHIBIT
„A„
Date
Contract Quantity Adjustment/Change Order
rev. OS/12
Department Transportation Date
Project Kenney Fort Blvd. (Arterial A)
Name
City Project TX02ARTA Change Order/Quantity Adjustmei
ID Number N4
Change Order Data
Item #
Item Description
Unit
Qty.
Unit Price
Contract
Amount Time
Adjustment
(Days)
1
Revise Street Light Foundations
Detail 213-
320/341
DRILL SHAFT (30 IN)(RDWY ILL
POLE)(ONCOR)
LF
256.00
$178.00
$45,568.00
*
Abandon original 24" foundations due to
change In anchor bolts and foundation
diameter
EA
11.00
$280.81
$3,088.91
*Add
Valmont T83-17 breakaway bases
EA j
32.00
$638.10
$20,419.20
Subtotal
$69,076.11
2
Revise UPRR Temp shoring
*
Add wide flange sheet pile shoring system
LS
1
$29,975.00
$29,975.00
Subtotal
$29,975.00
3
Retamp UPRR Mainline
*
Required to adjust mainline track elevation to
meet new construction
LS
1
$298,352.00
$298,352.00
*
8% Chasco OH & P
LS
1
$23,868.16
$23,868.16
Subtotal
$322,220.16
4
Add New Street Stubouts
432
P.C. SIDEWALK CURB RAMP WITH PAVERS (TY
7) (TY 7
EA
6
$1,100.00
$6,600.00
Subtotal
$6,6iO.00
6
Add 4" Sched. 40 PVC sleeves
*
4 - Inter. Stubout 2 ea -4" conduits @ 100'
LF
400
$28.00.
$11,200.00
*
3 - Street Stubout 2 ea -4" conduits @ 80'
LF
240
$28.00
6 720.00
Subtotal
$17,920.00
TOTALS:
$445,791.27 1 0
Page 3 of 3
Contract Quantity Adjustment/Change Order
rev. 05/12
Department Transportation
Project Kenney Fort Blvd. (Arterial A)
Name
City Project TX02ARTA
ID Number
Date: 10/9/2012
Change Order/Quantity Adjustment
No.
Quantity Adjustment Data
Contract
Bid Item #
Item Description
Unit
Qty.
Unit Price
Amount
Time
Adjustment
Da s
1
Revise Street light foundations
Detail
320/341
POLE)(ONCOR)
LF
(175.00)
$103.00
($18,025.00)
Subtotal
18,025.00
4
Add 3 New Street Stubouts
110-2001
2472392
2602002
2602009
3102002
3402011
3402048
430
EXCAVATION (ROADWAY)
FL BS CMP IN PLC TY D GR 5 (FNL POS
LIME HYDRATED LIME SLURRY
LIME TRT EXST MATL 10°
PRIME COAT AE -P
D -GR HMA METH TY -B PG 64-22
D -GR HMA METH TY -C SAC -B PG70-22
P.C. CONC CURB AND GUTTER COMPLETE
CY
Cy
TON
SY
GAL
TON
TON
LF
173.00
126.00
6.50
283.00
57.00
64.00
32.00
9.00
$6.50
$23.00
$146.00
$3.75
$3.85
$63.00
$67.00
$9.70
$1,124.50
12 898.00
$949.00
$1,061.25
$219.45
$4,032.00
$2,144.00
$87.30
432
NEW P.C. CONCRETE SIDEWALKS 5 INCH
THICKNESS
SY
(209.00)
$25.75
($5,381.75)
Subtotal
$7,133.75
IFL
5
Add 4 New Intersection Stubouts
2472392
2602002
2602009
3102002
3402011
3402048
430
BS CMP IN PLC TY D GR 5 (EL POS
LIME HYDRATED LIME SLURRY
LIME TRT EXST MATL 10"
PRIME COAT (AE -P)
D -GR HMA METH TY -B PG 64-22
D -GR HMA METH TY -C SAC -B PG70-22
P.C. CONC CURB AND GUTTER COMPLETE
CY
TON
SY
GAL
TON
TON
LF
550
28
1237
247
258
129
140
$23.00
$146.00
$3.75
3.85
$63.00
$67.00
$9.70
$12,650.00
$4088.00
$4,638.75
$950.95
$16254.00
$8,643.00
$1,358.00
432P.C.
SIDEWALK CURB RAMP WITH PAVERS (TY
EA
6
$650.00
$3,900.00
432
NEW P.C. CONCRETE SIDEWALKS 5 INCH
THICKNESS
SY
(198.00 )
$25.75
($5,098.50)
Subtotal
$47,384.20
14
7
Additional track length re uired
4282 2001
TRACK 136# CWR W/WOOD TIES AND
BALLAST
TF
259.58
$226.00
$58,665.08
$58,665.08
TOTALS:
$95,158.03
14
X TEXAS
( PROSPERRY.
Item No. G4.
City Council Agenda Summary Sheet
Consider a resolution authorizing the Mayor to execute Quantity Adjustment/Change
Agenda Caption: Order No. 3 with Chasco Constructors for the Kenney Fort Boulevard (Arterial A) Project.
Meeting Date: November 20, 2012
Department: Transportation Department
Staff Person making presentation: Gary Hudder
Transportation Director
Item Summary:
The original contract for construction services was approved by the City Council on June 23, 2011 for the amount of
$17,095,753.80 to extend Kenney Fort Boulevard from Joe Dimaggio south to Forest Creek Boulevard.
Quantity Adjustment/Change Order No. 1 added John Harris and Susan Hickox as additional insured and reinforced
concrete pipe was replaced with 36" corrugated concrete pipe for culvert the crossing at the request of Union Pacific
Railroad at the cost of $10,519.
Quantity Adjustment/Change Order No. 2 was for quantity adjustments in railroad related work and field related
quantity changes at a cost of $34,007.70.
Quantity Adjustment/Change Order No. 3 is for additional rail footage and ballast pretamping and street light
installation expenses at a cost of $540,949.30. Fourteen days were added to the construction contract. The total
cost of the construction contract would be $17,681,229.80.
Cost: $540,949.30
Source of Funds: Type B
Recommended Action: Approval
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Contract Quantity Adjustment/Change Order
rev. WW12
Department Transportation
Project Kenney Fort Blvd. (Arterial A)
Name
City Project TX02ARTA
ID Number
Justification
Page 1 of 3
Date: 10/9/2012
Change Order/Quantity Adjustment 3
No.
UPRR mainline required re -tamping to align with new bridge construction, additional track footage was required to be in to UPRR mainline. new intersections and street stub
outs were added at the request of CORR, conduit sleeves were added at street stubs and intersections for future use, street light foundations were re -sized from 24" to 30" to
accommodate breakaway bases, breakaway bases were added at street lights, temporary special shoring at UPRR bridge was revised due to rock conditions encountered.
SUMMARY
Original Contract Price:
Previous Quantity Adjustment(s):
This Quantity Adjustment:
Total Quantity Adjustment(s):
Total Contract Price with Quantity Adjustment(s):
Previous Change Order(s):
This Change Order:
Total Change Order(s) To Date:
Adjusted Contract Price [Original Contract Price Plus Quantity
Adjustment(s) Plus Change Order(s)j:
Difference between Original and Adjusted Contract Prices:
Original Contract Time:
Time Adjustment by previous Quan. Adj./Change Order:
Time Adjustment by this Quan. Adj./Change Order:
New Contract Time:
Submitted for Approval
Amount
% Change
$17,095,753,80
-$244,177.50
$95,158.03
($149,019.47)
$16,946,734.33
$288,704.20
1.70%
$445,791.27
2.63%
$734,495.47
4.33%
$17,681,229.80
$585,476.00
730 Calendar Days
Calendar Days
14 Calendar Days
744 Calendar Days
Prepared By �G 3 1 ' f2
Signature Bill Stablein, Project Manager, CORR Date
Approvals
Chasco
Constructors
Signature
Engineer
Signature
City of Round
Rock
Signature
R a-Il.20 -C+
/0'�>/• I?-
Glace
Z
Glace Jr.; Pres)dent, Ithasco Constructors Date
I Hohman, Engineer, HDR
McGraw, Mayor, City of Round Rock
Date
11.20.(2
Date
Page 2 of 3
Contract Quantity Adjustment/ Change Order
rev. 05/12
Department Transportation Date: 10/9/2012
Project
Name Kenney Fort Blvd. (Arterial A)
City Project TX02ARTA Change Order/Quantity Adjustment
ID Number No 3
Change Order Data
Item #
Item Description
Unit
Qty.
Unit Price
Amount
Contract
Time
Adjustment
(Days)
1
Revise Street Light Foundations
Detail 213-
320/341
DRILL SHAFT (30 IN)(RDWY ILL
POLE)(ONCOR)
LF
256.00
$178.00
$45,568.00
*
Abandon original 24" foundations due to
change in anchor bolts and foundation
diameter
EA
11.00
$280.81
$3,088.91
*Add
Valmontrea away bases
EA
32.00
$638.10
$20,419.20
Subtotal
$69,076.11
2
Revise UPRR Temp shoring
*
Add wide flange sheet pile shoring system
LS
1
$29,975.00
$29,975.00
Subtotal
$29,975.00
3
Retamp UPRR Mainline
*
Required to adjust mainline track elevation to
meet new construction
LS
1
$298,352.00
$298,352.00
*
8% Chasco OH & P
LS
1
$23,868.16
23 868.16
Subtotal
$322,220.16
4
Add New Street Stubouts
432
P.C. SIDEWALK CURB RAMP WITH PAVERS (TY
7 7
EA
6
$1,100.00
$6,600.00
Subtotal
$6,600.00
6
Add 4" Sched. 40 PVC sleeves
*
4 - Inter. Stubout 2 ea -4" conduits @ 100'
LF
400
$28,00,
$11,200.00
*
3 - Street Stubout 2 ea -4" conduits @ 80'
LF
240
$28.00
$6,720.00
Subtotal
$17,920.00
TOTALS:
$445,791.27
0
Contract Quantity Adjustment/Change Order
rev. 05/12
Department Transportation
Project Kenney Fort Blvd. (Arterial A)
Name
City Project TX02ARTA
ID Number
Page 3 of 3
Date: 10/9/2012
Change Order/Quantity Adjustment 3
No.
Quantity Adjustment Data
Bid Item #
Item Description
P
Unit
Qty.
Unit Price
Amount
Contract
Time
Adjustment
(Davs)
1
Revise Street 1l ht foundations
Detail
320/341
POLE)(ONCOR)
LF
(175.00)
$103.00
($18,025.00)
Subtotal
($18,025.00)
4
Add 3 New Street Stubouts
110-2001
EXCAVATION ROADWAY
CY
173.00
$6.50
$1,124.50
2472392
FL BS CMP IN PLC TY D GR 5 FNL POS
CY
126.00
$23.00
$2,898.00
2602002
LIME HYDRATED LIME SLURRY
TON
6.50
$146.00
$949.00
2602009
LIME TRT EXST MATL 10"
SY
283.00
$3.75
$1,061.25
3102002
PRIME COAT (AE -P)
GAL
57.00
$3.85
219.45
3402011
D -GR HMA METH TY -B PG 64-22
TON
64.00
$63.00
$4,032.00
3402048
D -GR HMA METH TY -C SAC -B PG70-22
TON
32.00
$67.00
$2,144.00
430
P.C. CONC CURB AND GUTTER COMPLETE
LF
9.00
$9.70
$87.30
432
NEW P.C. CONCRETE SIDEWALKS 5 INCH
THICKNESS
SY
(209.00)
$25.75
($5,381.75)
Subtotal
$7,133.75
5
Add 4 New Intersection Stubouts
2472392
FL BS CMP IN PLC TY D GR 5 FNL POS
CY
550
23.00
$12.,650.00
2602002
LIME HYDRATED LIME SLURRY
TON
28
$146.00
$4,088.00
2602009
LIME TRT EXST MATL 10"
SY
1237
$3,751
$4,638.75
3102002
PRIME COAT (AE -P)
GAL
247
$3.851
$950.95
3402011
D -GR HMA METH TY -B PG 64-22
TON
258
$63,001
$16,254.00
340 2048
D -GR HMA (METH) TY -C SAC -B PG70-22
TON
129
$67.00
$8,643.00
430
P.C. CONC CURB AND GUTTER COMPLETE
LF
140
$9,70
$1,358.00
432
P.C. SIDEWALK CURB RAMP WITH PAVERS (TY
1
EA
6
$650.00
$3,900.00
432
NEW P.C. CONCRETE SIDEWALKS 5 INCH
THICKNESS
SY
(198.00)
$25.75
($5,098.50)
Subtotal
$47,384.20
14
7
Additional track length required
4282 2001
TRACK 136# CWR W/WOOD TIES AND
BALLAST
TF
259.58
$226.00
$58,665.08
$58,665.08
TOTALS:
$95,158.03
14