R-12-06-28-G8 - 6/28/2012 P
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RESOLUTION NO. R-12-06-28-G8
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
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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
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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. 2,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. 2 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 28th day of June, 2012.
� l
AL N MCGRAW, Mayor
City of Round Rock, Texas
ATTEST:
SARA L. WHITE, City Clerk
O:\wdox\SCClnts\0112\1204\MUNIC IP AL\00252537.DOC/rmc
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EXHIBIT
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Page i of 4
Contract Quantity Adjustment/Change Order
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Department Transportation Date: 5/16/2012
Project Kenney Fort Blvd.(Arterial A)
Name
City Project TX02ARTA Change Order/Quantity Adjustment 2
ID Number No.
Justification
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1. ONCOR redesign of traffic signal power. 2. Add sheer key at bent cap. 3. Revise tapping sleeve. 4. Install French drain at shoofly to relieve ground
water. 5. Revise grading and storm sewer system at abutment#8 on south side of project. 6. Not used. 7. Less material provided to UPRR at line over to
shoofly. 8. Sleeving in roadway requested by CORR.
SUMMARY Amount %Change
Original Contract Price: $17,095,753.80 ,
Previous Quantity Adjustment(s): $10,518.00
This quantity Adjustment: ($254,695.50)1
Total Quantity Adjustment(s): ($244,177.50)1
Total Contract Price with Quantity Adjustment(s): $16,851,576.30 p
Previous Change Order(s): $1.00 0.00%
This Change Order: $288,703.20 1.71%
Total Change Order(s)To Date: $288,704.20 1.71%
Adjusted Contract Price (Original Contract Price Plus Quantity $17,140,280.50
Adjustment(s)Pius Change Order(s)j:
Difference between Original and Adjusted Contract Prices: $44,526.70
Original Contract Time: 730 Icalendar Days
Time Adjustment by previous Quan.Adj./Change Order: Icalendar Days
Time Adjustment by this Quart.Adj./Change Order: 0 Calendar Days
New Contract Time: 730 Calendar Days
Sutimittfed for Appit"
Prepared By I TS I
Bil ablein City of Round Rock,Project Manager Date
Approvials'
Chasco
Constructors
Signature Charles Glace Jar".,President //Date
Engineer r--�t�i � _ �Vic1 M 1�r1)�Ytrl t Dt.MAr• 4/7-
Signature Name&Title Date
City of Round
Rock
Signature Steve Norwood,Round Rock City Manager Date
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Page 2 of 4
Contract Quantity Adjustment/Change Order
rev.OS/12
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Department Transportation Date: 5/16/2012
Project Kenney Fort Blvd.(Arterial A)
Name
City Project TX02ARTA Change Order/Quantity Adjustment 2
ID Number No.
Gliahge drder Data
Contract
Item# Item Description Unit Qty. Unit Price Amount Time
Adjustment
1 Revise traffic signal eower
IRSTA= B STA $660.00
* ONLY EA 2.00 $330.00
* INSTALL ELECTRICALPAD INSTALL ONLY) EA 1.00 $660.00 $660.00
620-2007 ELEC CONDR(NO.4)BARE LF 2225.00 $2.40 5 340,00
620-2008 ELEC CONDR(NO.4)INSULATED LF 7680.00 $2.75 t21,120.00
213-525 40'SINGLE LUMINAIRE EA 6.00 $3,600.00 521.600,00
618-2026 CONDT PVC)(SCHD 40 6" LF 1200.00 $24.00 $28,800.00
6182012 CONDT PVC)(SCHD 40 1" LF 1650.00 $5A5 ($8,497.50)
Subtotal $69,682.50
2 Add shear key&dowels at BCS
* Add shear key EA 1 $3,700.00 $3,700.00
* Revise Dier steel EA 1 $8,766.50 $8,766.50
Subtotal $12,466.50
3 Revise to tapping sleeve&valve
* Add 18"x 16"tapping sleeve&valve EA 1 $19,425.00
Subtotal $19,425.00
4 Add French drain at Shoofly
* 4"perforated PVC french drain LF 300 $30.0 $910 0.00
* Tie into existing culvert EA 1 $500.00 $500.00
Subtotal $9,500-00
5 Abut.#8 grading&storm revision
400 2001 STRUCTURAL EXCAVATION CY 185.00 $25.00 $4,625.00
605 SOIL RETENTION BLANKETS(CL SY 2379.00 $1.80 $4,282.20
1 C
110 ABUTMENT 8 GRADING CY 1641.00 $18.00 $29,538.00
510 HDPE WT IB PIPE(ASTM F2648)(301N) LF 261.00 $85.00 $22,185.00
INCLUDING EXCAVATION
508 SET TY 11 30 IN RCP 3:1 EA 1.00 $1.750.00 $1,750.00
432 2021 RIPRAP(STONE PROTECTION)(18 IN) CY 591.00 $115.00 $67,965.00
432'"" RIPRAP(STONE PROTECTION)(36 IN) CY 66.00 $115.00 $7,590.00
(Df,o=18")
110 ADDITIONAL EXCAVATION IDENTIFIED CY 826.00 $22.00 $18,172.00
AT THE 1.5:1 SLOPE LOCATION,
Subtotal 156107.20
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Agid elec.&Irrigation sleeves
* 4ea-4"Shed.80 emoty conduits LF 306 $61.00 $18,666.00
* lea-4"Sched 40 empty conduits LF 204 $14.00 $2,856.00
Subtotal $21,522.00
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TOTALS: $288,703.20 �0
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Page 3 of 4
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Contract Quantity Adjustment/Change Order
rev.05112
Department Transportation Date: 5/16/2012 '
Project Kenney Fort Blvd.(Arterial A)
Name
City Project TX02ARTA Change Order/Quantity Adjustment 2
ID Number No.
Quarility�AdJustment�_�ata __ ,
Contract
Bid Item# Item Description Unit Qty. Unit Price Amount Time
Adjustment
1 Revise traffic signal power
213-120 GROUND BOX TY A)(ONCOR EA 4.00 $255.00 $1.020.00
213-3301341 DRILL SHAFT 24 IN RDWY ILL POLE)(0 LF 22.00 $103.00 $2,266.00
4162032 DRILL SHAFT Trf Sig Pole 36 IN LF 10.00 $195.00 $1.950.001
416 2005 DRILL SHAFT 42 IN) LF 328.001 $148.00 ($48,544,00)
4162006 URit,t-SHAFT 48 IN LF 40.00 $191.00 (t7,640.001
6182018 CONDT PVC)(SCHD 40 2" LF 2623.00 $6.20 $16.262.60
618 2019 CONDT(PVC)(SCHD 401(2" EQRE LF 215.00 $18.55 $4,20325
6202009 ELEC CONDR(NO.6)BARE LF 1187.00 $0.85 ($1,127.65)
6202010 ELEC CONDR(NO.6)INSULATED LF 3452.00 $1.05 ($3,624,60)
6202011 ELEC CONDR(NO.8)BARE LF 432.00 $0.75 $324.00
6202012 ELEC CONDR(NO.8)INSULATED LF 1,329.00 $0.85 41.129.65
6202014 ELEC CONDR NO.10 INSULATED LF 600.00 $0.60 $360.00
6242012 GRND BOX TY C(1629111 WIAPRON EA (1.001 $320.00 320.00
6242014 GRND BOX TY D 162922 W/APRON EA 1.00 $360.00 5360.00
Subtotal ($40,260.05)
3 Revise to tappina sleeve&valve
511 Wet Connection 18"x 16"tee FA -1 1 $5,300.00 ($5,300.00)
510 Valves,Iron Body Resilient Seated,16" EA .1 $6,000.00 ($6,000.00)
Gate Valve Non-geared
Subtotal 511300.00
5 Abut 48 qradinti&storm rev.
1322005 EMBANKMENT(FINAL)(ORD COMP)(TY CY 552.00 $3.25 $1,794.00
605 SO�AETENTION BLANKETS(CL SY (2973.00) $0.70 ($2,081.10)
605 SOIL RETENTION BLANKETS(CL 2)(TY SY (361.00) $4.35 ($1,570.35)
4002005 CEM STABIL BKFL CY 135.00 $100.00 $13,500.00
506 MANH(COMPL)(TYA)INCLUDING EA 5.00 $2,250.00 $11,250.00
EXCAVATION AND BACKFILL
MANH(COMPL)(JUNCT BOX)(TY M)
506 INCLUDING EXCAVATION AND EA (4.00) $8,650.00 ($34,600.00)
BACKFILL
INLET(COMPL)(CURB)(TY 11)(10')
508 INCLUDING EXCAVATION AND EA (3.00) $2,950.00 ($8,850.00)
BACKFILL
INLET(COMPL)(CURB)(TY 11)(15')
508 INCLUDING EXCAVATION AND EA 3.00 $4,875.00 $14,625.00
BACKFILL
509 TRENCH EXCAVATION PROTECTION LF (112.00) $2.00 ($224.00)
510 RC PIPE(CL 111)(18 IN)INCLUDING LF 89.00 $32.00 $2,848.00
EXCAVATION AND BACKFILL
510 RC PIPE(CL 111)(30 IN)INCLUDING LF (155.00) $51.00 ($7,905.00)
EXCAVATION AND BACKFILL
Subtotal ($11.213.45
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Page 4 of 4
Contract Quantity Adjustment/Change Order #,
rev.05/12
Department Transportation Date: 5/16/2012
Project Kenney Fort Blvd.(Arterial A)
Name
f
City Project TX02ARTA Change Order/Quantity Adjustment 2
ID Number No.
7 Rev.aty of material only to UPRR
4282 2001 TRACK 136#CWR W/WOOD TIES AND TF (1,066.23) $180.00 ($191,922.00)
BALLAST MATERIAL ONLY
Subtotal $191922.00
TOTALS;
($254,695.50)1 0
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ROUND ROCK,TEXAS City Council Agenda Summary Sheet
PURPOSE.PASSION.PROSPERITY.
Agenda Item No. G8.
Consider a resolution authorizing the Mayor to execute Quantity Adjustment/Change
Agenda Caption: Order No. 2 with Chasco Constructors for the Kenney Fort Boulevard (Arterial A) Project.
Meeting Date: June 28, 2012
Department: Transportation
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.
Quantity Adjustment/Change Order No. 1 with Chasco Constructors added John Harris and Susan Hickox as
additional insured to be covered for any and all claims. In addition, at the request of Union Pacific Railroad, the
proposed 36 inch reinforced concrete pipe was replaced with the 36 inch corrugated concrete pipe for culvert
crossing and two additional headwalls to be constructed at the cost of$10,519.
Quantity Adjustment/Change Order No. 2 is for quantity adjustments in railroad-related work and field-related
quantity changes.
The cost of QA/CO#2 is$34,007.70 which brings the new total of this construction contract to$17,140,280.50.
Cost: $34,007.70
Source of Funds: Type B Corporation
Date of Public Hearing(if required): N/A
Recommended Action: Approval
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Page 1 of 4
Contract Quantity Adjustment/Change Order
E
rev.05/12
Department Transportation Date: 5/16/2012
x
Project Kenney Fort Blvd.(Arterial A)
Name
i
City Proms TXOZARTA Change Order/Quantity Adjustment 2 6
ID Number No. i
Justification
1. ONCOR redesign of traffic signal power. 2. Add sheer key at bent cap. 3. Revise tapping sleeve. 4. Install French drain at shoofly to relieve ground
water. 5. Revise grading and storm sewer system at abutment#8 on south side of project. 6. Not used. 7. Less material provided to LIPRR at line over to
shoofly. 8. Sleeving in roadway requested by CORR.
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SUMMARY Amount %Change
Original Contract Price: $17,095,753.80
Previous Quantity Adjustmen4s): $10,518.00
This Quantly Adjustment: (;254,695.50) '
Total Quantity Adjustment(s): ($244,177.50)
Total Contract Price with Quantity Adjustment(s): $16,851,57630 ;„
Previous Change Order(s): C $1.001 0.00%
This Change Order: $288,703.20 1.71%
Total Change Order(s)To Date: $288,704.20 1.710/o
Adjusted Contract Price (Original Contract Price Plus Quantity $17,140,280 50
Adjustments)Plus Change Order(s)):
Difference between Original and Adjusted Contract Prices: $44,526.70
Original Contract Time: 730 Calendar Days
Time Adjustment by previous Quart.AdJ4Change Order: FCalendar Days
Time Adjustment by this Quan.Adj./Change Order: 0 Calendar Days
New Contract Time: 730 Calendar Days
Prepared By t ll s IyL
Bii blein City of Round Rock,Project Manager Date
NO
Chasco
{'a W
Constructors
Signature Charles Glace Jr.,President �p cDate
Engineer ic� triG�'iflliMh t 1 M T f/2
Signature Name&Title Date
City of Round
afkRock AG� �vi -&I-(ryt
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S nature r Date
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Page 2 of 4
Contract Quantity Adjustment/Change Order
tN.V)12
DeparUnent Transportation Date: 5/16/2012
i-
Project Kenney Fort Blvd.(Arterial A)
Name
(
Change Order/Quantity Adjustment
City Protect TX02ARTA 2
ID Number No'_--- k
I
contract g
Item# Item Description Unit Qty. 7Un1tPr1= Amount Time
Adjustment
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1 Re bW& I gower
* ONLY EA 2.00 330.00 $660.00
* INSTALL ELECTRICALPAD INSTALL ONLY) EA 1.00 $661.00 $660.00
620-2007 ELEC CONDR(NO.4)BARE LF 2225.00 $2.40 .00
620.2008 ELEC CONDR(NO.4)INSULATED 7680.00 $2.L5 21120.00
213-525 4rMGLE LUMINAIRE EA 6.00 $3,6W.00 t2l.600.00
618- 40 6" LF 1200.00 24.00 $23,800.00
6182012 CONDT PVC SCHD 40 1" LF 165 .00 $5.16 8 7.50
Subtotal $69.682.50
shear7- Add key&dowels at RC8
: q r EA 1 $3,700.00 $3,700.00
* RwIse r steel EA 1 766.50 S8,766.50
Subtotal S12.466-50
valve
* Add 18"x 16"taocing sleeve 0 valve EA 1 $19,425.00 $19,425.
Subtotal $19,425.00
* " drain pedp PVC french drain
i LF 300 $9,000.00
* Tie Into existsna culvert EA 1 $500.00 500.00
Subtotal $9,500-00
5 Abut.#8 grading&storm revision
400 2001 STRUCTURAL EXCAVATION CY 185.00 $25.00 $4,625.00
605 SOIL RETENTION BLANKETS(CL SY 2:379.00 $1.80 $4,282.20
1)(TYC
110 ABUTMENT 8 GRADING CY 1641.00 $29.538.00
510 HDPE WT IB PIPE(ASTM F2648)(301N) LF 261.00 $85.00 $22,185.00
INCWDING EXCAVATION
508 SET 11)(30 INCP 3:1 EA 1.00 S1 750.00 S1.750.00
4322021 RIPRAP(STONE PROTECTION)(18 IN) CY 591.00 $115.00 $67,965.00
(D50=9")
432"" RIPRAP(STONE PROTECTIONX36 IN) CY 66.00 $115.00 $7,590.00
(Dw=18.)
110 ADDITIONAL EXCAVATION IDENTIFIED CY 826.00 $22.00 $18,172.00
AT THE 1.5:1 SLOPE LOCATION.
Subtotal 156 07.20
* LF 306 $61.00 $18,666.00
* Sea-4"Sched 40 empty conduits LF 204 $14.00 $2,856.00
Subtotal 21522.00
TOTALS:11 $288,703.201O
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Page 3 of 4
Contract Quantity Adjustment/Change Order
M/.OSIIl
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Department Transportation Date: 5/16/2012
x
Project Kenney Fort Blvd.(Arterial A)
Name
City Project Change Order/Quantity Adjustment
TX02ARTA 2
ID Number �'�-
t
Contract
Bid Item# Item Description Unit Qty, Unit Price Amount Time
Adjustment
1 Ravin traffic skmall Dower
20-= GKOUND BOX(TY A ONCOR EA 4.00 $255.00 1
213-330/341 DRILL 24 N RDWY ILL POLEO LF 22.00 $103-00 2,266.001
4162032 S e 0. S1 .00 11950-00)1
4`16 2005 DRILL S 421N DO 148.00 100)1
06 2006 i S 481N 40.00 1 7
6182018 T C (SC 40 2" LF 2623.00 620 $16,252.60
6182019 CONDT (SCHO 40)(2")(BORE) LF 215.00 $19.55 $4,203.25
6202009 C ND N .5 L 1187.00 .95 ($1,127.65)
6202010 ELEC CON D N0.6)INSUOM LF (3452.00111 $1.0533,624,50)
2011 ELEC CONO.B BARE LF 432. 75 24.00
6202012 ELEC CONDR O.B INSULATED LF (1,329.00) 0.85 ($1,12919)
6202014 ELEC CONOR(NO.10)INSULATED LF 600.00 $0.60
12 $320.00 .00
6242014 GRND BOX TY D 162922 WfAPRON EA 1.00 00
Subtotal 260.05
511 Wet Connection "1 x Wise EA -1 5 300.00
510 Valves,Iron Body Resilient Seated,16' EA -1 $6,000.00 ($6,000.00)
Gate Valve Non eared
Subtotal 11300.00
1322005 EMBANKMENT(FINALHORD COMP)(TY CY 552.00 $3.25 $1,794.00
605 SOIL RETENTION BLANKETS(CL SY (2973.00) $0.70 ($2,081.10)
605 SOIL RETENTION BLANKETS(CL 2XTY SY (361.00) $4.35 ($1,570.35)
H
4002005 CEM STABIL BKFL CY 135.00 $100.00 $13,500-00
506 MANH(COMPL)(TYA)INCLUDING EA 5.00 $2,250.00 $11,250.00
EXCAVATION AND BACKFILL
MANH(COMPL)(JUNCT BOX)(TY M)
506 INCLUDING EXCAVATION AND EA (4.00) $8,650.00 ($34,600.00)
BACKFILL
INLET(COMPLXCURBXTY II)(1(Y)
508 INCLUDING EXCAVATION AND EA (3.00) $2,950.00 ($8,850.00)
BACKFILL
INLET(COMPLXCURBXTY 11)(1 S-)
508 INCLUDING EXCAVATION AND EA 3.00 $4,875.00 $14,625.00
BACKFILL
509 TRENCH EXCAVATION PROTECTION LF (112.00) $2.00 ($224.00)
510 RC PIPE(CL 111)(18 IN)INCLUDING LF 89.00 $32.00 $2,848.00
EXCAVATION D BACKFILL
510 RC PIPE(CL 111)(30 IN)INCLUDING LF (155.00) $51.00 ($7,905.00)
EXCAVATION AND BACKFILL
Subtotal 11213.45
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Contract Quantity Adjustment/Change Order
MrrM..rrw, Y
Department Transportation Date: 5/16/2012
Protect Kenney Fort Blvd.(Arterial A)
Name
City Project TX02ARTA Change Order/Quantity Adjustment 2
ID Number No
R
4282 2001 TRACK 136#CWR W/WOOD TIES AND TF (1,086.23) $180.00
BALLAST MATERIAL ONLY ($191,922.00)
Sui;totsl 191922.00
TOTAM-11 4254,695.50H0
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