R-10-08-12-9E2 - 8/12/2010RESOLUTION NO. R -10-08-12-9E2
WHEREAS, the City of Round Rock has previously entered into a Contract for Engineering
Services ("Contract") with CP&Y for the FM 1460 from 2.2 mi North of US 79 (north of Old Settler's
Blvd) to 0.4 mi North of US 79 Project, and
WHEREAS, CP&Y has submitted Supplemental Contract No. 2 to the Contract to modify the
provisions for the scope of services, and
WHEREAS, the City Council desires to enter into said Supplemental Contract No. 2 with
CP&Y, 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 Supplemental
Contract No. 2 to the Contract with CP&Y, a copy of same 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 12th day of August, 2010.
)11
ALAN MCGRAW, Mayor
City of Round Rock, Texas
ATTEST:
SARA L. WHITE, City Secretary
0:\wdox\SCC1nts\0112\1005\MUNICIPAL\00199136.DOC/rmc
STATE OF TEXAS
COUNTY OF WILLIAMSON
SUPPLEMENTAL CONTRACT NO. 2
TO CONTRACT FOR ENGINEERING SERVICES
FIRM: CP&Y, Inc. ("Engineer")
ADDRESS: 10415 Morado Circle, Bldg I, Suite 200, Austin, TX 78759
PROJECT: FM 1460 from 2.2 mi North of US 79 (north of Old Settler's Blvd) to 0.4 mi
North of US 79
This Supplemental Contract No. 2 to Contract for Engineering Services is made by and between
the City of Round Rock, Texas, hereinafter called the "City" and CP&Y, Inc., hereinafter called
the "Engineer".
WHEREAS, the City and Engineer executed a Contract for Engineering Services, hereinafter
called the "Contract", on the 25th day of September, 2008 for the FM 1460 from 2.2 mi North of
US 79 (north of Old Settler's Blvd) to 0.4 mi North of US 79 Project in the amount of
$320,388.00; and
WHEREAS, the Owners and Engineer executed Supplemental Contract No. 1 on September 18,
2009 to amend the scope of services and to increase the compensation by $31,960.51 to a total of
$352,348.51; and
WHEREAS, it has become necessary to amend the Contract to modify the provisions for the
scope of services and to increase the compensation by $82,271.04 to a total of $434,619.55; and
NOW THEREFORE, premises considered, the City and the Engineer agree that said Contract
is amended as follows:
Article 2, Engineering Services and Exhibit B, Engineering Services shall be amended as set
forth in the attached Addendum To Exhibit B. Exhibit C, Work Schedule shall be amended as
set forth in the attached Addendum To Exhibit C.
II.
Article 4, Compensation and Exhibit D, Fee Schedule shall be amended by increasing by
$82,271.04 the lump sum amount payable under the Contract for a total of $434,619.55, as
shown by the attached Addendum to Exhibit D.
Supplemental Contract
0199.7081/197815
EXHIBIT
„A„
Rcv.12/01 /08
84275
IN WITNESS WHEOF, the City and the Engineer have executed this Supplemental
Contract in duplicate.
CITY OF ROUND ROCK APPROVED AS TO FORM:
By:
Alan McGraw, Mayor Stephan L. Sheets, City Attorney
Date
Supplemental Contract
0199.7081/197815
2
Rev. 12/01/08
84275
ADDENDUM TO EXHIBIT B
Engineering Services
The changes to the scope of this project are as follows:
The Engineer shall provide the necessary engineering and technical services required for the revisions of
the preparation of plans, specifications and estimates (PS&E). These revisions involve several change
orders that have been initiated at the request of the City or necessitated by changes in field conditions.
The requested revisions and scope of each associated change orders are described in the TASK
OUTLINE shown below.
TASK OUTLINE
The Engineer will revise and/or add construction plans in the following items as part of change orders that
will be processed as part of the TxDOT construction project:
I. KIPHEN CIRCLE CHANGE ORDER
Relocation of two telecommunication lines (AT&T and Level 3) along the north edge of the existing
Kiphen Road alignment (proposed Kiphen Circle alignment) could not be completed until construction of
the TxDOT roadway project had begun. Once efforts to relocate these telecom lines began, it was
discovered that a City water line was closer to their proposed relocation corridor than originally thought.
This proposed corridor was to be located between the water line and the overhead power poles along the
north Kiphen Circle right-of-way line. Subsurface investigation, however, discovered that the water line
was too close to the power poles to allow the telecom lines to be located between them. The two telecom
lines would thus need to be relocated to the south of the power poles and inside the Kiphen Circle right-
of-way corridor. As designed, the north Kiphen Circle curb line would then lie directly on top of the
telecom lines. The City requested that the Kiphen Circle pavement be narrowed from the originally
planned 27 feet to 24 feet, holding the original alignment of the south curb line. This change would allow
an additional 3 feet for the telecom utility corridor to avoid placing utilities under the pavement, but
would require shifting the centerline of Kiphen Circle and all other related design elements. The City
requested that the Engineer revise the plans to narrow the Kiphen Circle pavement. The scope of these
changes is as follows:
A. Miscellaneous Plans
1. Project Layout
2. Typical Sections
B. Roadway Plans
1. Horizontal Alignment Data Sheet
2. Roadway Plan & Profile
3. Intersection Layouts
4. Driveway Details
5. Summary and Quantities
C. Traffic Control Plans
1. Traffic Control Plan Sheets
2. Summary and Quantities
B-1
D. Signing & Striping Plans
1. Signing & Striping Plan Sheets
2. Summary and Quantities
II. FM 1460 WIDENING CHANGE ORDER
The section of FM 1460 designed under this contract ends approximately 0.4 miles north of Old Settlers
Blvd. A design by another firm under separate contract has been completed that will tie into this terminus
and continue the realigned and widened FM 1460 roadway to the north. This section of FM 1460
provides a wider pavement section than the portion of FM 1460 designed under this contract. Following
completion of the plans and commencement of construction by the TxDOT contractor, the City approved
funding to widen the section of FM 1460 between Old Settlers Blvd and the tie point to the section
designed under separate contract. The City requested that the Engineer revise the plans to include the
wider pavement north of Old Settlers Blvd. The scope of revisions necessary to implement the wider
pavement section is as follows:
A. Miscellaneous Plans
1. Project Layout
2. Typical Sections
B. Roadway Plans
1. Roadway Plan & Profile
2. Intersection Layouts
3. Driveway Details
4. Summary and Quantities
C. Traffic Control Plans
1. Traffic Control Plan Sheets
2. Summary and Quantities
D. Signing & Striping Plans
1. Signing & Striping Plan Sheets
2. Summary and Quantities
E. Culverts and Storni Sewers
1. Drainage Area Maps
2. Hydraulic Data Sheets
3. Storm Sewer Plans
4. Culvert Plan & Profile
5. Summaries and Quantities
F. Illumination Plans
I . Illumination Plan Sheets
2. Summary and Quantities
G. Erosion Control Plans
1. Erosion Control Plan Sheet
2. Summary and Quantities
B-2
III. RETAINING WALL CHANGE ORDERS
A. Retaining Wall No. 1 Extension. The function of Retaining Wall No. 1 is to retain the fill needed
to widen the FM 1460 pavement to the east side between Agarita Trail and Timberline Drive
without impacting the line of trees along the fence on this side of the road. The limits of this
wall were determined jointly by TxDOT, the City and the Engineer during the development of the
original plan set, which set the north terminus of the wall approximately 300 feet south of Agarita
Trail. Once construction of the project had commenced, further discussion between TxDOT and
the City led to a request to extend Retaining Wall No. 1 approximately 250 feet to the north.
TxDOT and the City requested that the Engineer revise the plans to extend this wall as indicated.
The scope for implementing this change is as follows:
1. Wall Layout (new sheet)
2. Roadway Flan & Profile
3. Summary and Quantities
B. Concrete Block Wall at Driveway 16 (Retaining Wall No. 2). Slope easements were obtained
along both sides of Kiphen Road between FM 1460 and the east intersection with Kiphen Circle
to provide space to grade the side slopes of the new Kiphen Road alignment to be built in
conjunction with the FM 1460 reconstruction project. One of these slope easements runs along
the edge of the Casa Mechanical Services property that abuts Kiphen Road to the south. During
construction of Kiphen Road and Driveway No. 16 that serves the Casa property, the City was
informed that the slope easement along this property could not be used to grade the side slope of
the road as it would remove part of the parking lot. At a field meeting with TxDOT, it was
agreed that a concrete limestone block wall would be the best solution to retain the portion of the
parking lot within the slope easement for aesthetic reasons. The scope for adding this block wall
is as follows:
1. Wall Layout (new sheet)
2. Wall Detail (new sheet)
3. Summary and Quantities
IV. FM 1460 RAISED MEDIAN CHANGE ORDER
The north termination point for TxDOT CSJ 2211-02-015 matches the south termination point of TxDOT
CSJ 2211-02-021. The PS&E of the former project was prepared by the Engineer and the PS&E of the
latter project was prepared by Huggins/Seiler & Associates (HSA). The scope of this professional
services contract included the Engineer's design for 2211-02-015. This design by the Engineer
anticipated that the construction of 2211-02-021 would occur at a much later date than the construction of
2211-02-015. However, circumstances have been such that the construction letting for 2211-02-021
followed that for 2211-02-015 by only three months and so the timing of construction activities for both
projects are occurring relatively close to each other.
HSA's plans for 2211-02-021 included some construction that overlapped into the project limits of the
Engineer's plans for 2211-02-015. The limits of the overlapping construction were between Sta.
347+74.14 and Sta. 357+09.12. The Engineer's design for this section of the project included a depressed
grassy median that would drain to a drop inlet near Culvert No. 1. HSA's design included widening the
pavement to the inside and constructing raised medians to replace the depressed median. With oversight
on both projects, TxDOT has determined that it would be advantageous and more efficient to eliminate
the interim depressed median and drop inlet that was part of the Engineer's design and have the contractor
B-3
for 2211-02-015 construct the wider pavement and raised median between Sta. 350+91.65 and Sta.
357+09.12. This change in construction sequencing will require revisions to the Engineer's plans to
incorporate the additional pavement, raised median and corresponding drainage elements.
The scope of revisions necessary to implement the wider pavement section is as follows:
A. Miscellaneous Plans
1. Project Layout
2. Typical Sections
B. Roadway Plans
1. Roadway Plan & Profile
2. Summary and Quantities
C. Traffic Control Plans
1. Traffic Control Plan Sheets
2. Summary and Quantities
D. Signing & Striping Plans
1. Signing & Striping Plan Sheets
2. Summary and Quantities
E. Storm Sewers
1. Drainage Area Maps
2. Hydraulic Data Sheets
3. Storm Sewer Plan & Profile
4. Culvert Plan & Profile
5. Summaries and Quantities
F. Erosion Control Plans
1. Erosion Control Plan Sheet
2. Summary and Quantities
G. Cross Sections
1. Cross Section Sheets
B-4
ADDENDUM TO EXHIBIT C
Work Schedule
The changes to the scope of this project are as follows:
KIPHEAr CIRCLE WORK SCHEDULE
Change Order 95% Plans Submittal
Change Order Final Plans Submittal
FM 1460 WIDENING WORK SCHEDULE
Change Order 95% Plans Submittal
Change Order Final Plans Submittal
RETAINING WALL NO. 1 WORK SCHEDULE
Change Order 95% Plans Submittal
Change Order Final Plans Submittal
RETAINING WALL NO. 2 WORK SCHEDULE
Change Order 95% Plans Submittal
Change Order Final Plans Submittal
FM 1460 RAISED MEDIAN WORK SCHEDULE
Change Order 95% Plans Submittal
Change Order Final Plans Submittal
July 20, 2010
August 10, 2010
June 8, 2010
June 22, 2010
May 21, 2010
June 10, 2010
June 3, 2010
June 17, 2010
June 30, 2010
July 13, 2010
ADDENDUM TO EXHIBIT D
Fee Schedule
Attached Behind This Page
ADDENDUM TO EXHIBIT D
Fee Schedule
EXHIBIT D - Supplemental Contract #2
FM 1460 From 2.2 mi North of US 79 to 0.4 mi North of US 79
City of Round Rock, Texas
Task Description
Total Cost
KIPHEN CIRCLE CHANGE ORDER
FM 1460 WIDENING CHANGE ORDER
RETAINING WALL CHANGE ORDERS
FM 1460 RAISED MEDIAN CHANGE ORDER
13,722.80
15,190.00
9,296.00
9,967.31
SUB -TOTAL LABOR EXPENSES
48,176.11
TOTAL LABOR COSTS $ 48,176.11
EXPENSES $ 205.00
TOTAL CP&Y FEE $ 48,381.11
SUBCONSULTANTS
Rodriguez Transportation Group $ 31,889.93
Huggins/Seiler & Associates, LP $ 2,000.00
GRAND TOTAL
82,271.04
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ADDENDUM TO EXHIBIT D
Fee Schedule
EXHIBIT D - Supplemental Contract #2
FM 1460 - From 2.2 mi North of US 79 to 0.4 mi North of US 79
City of Round Rock, Texas
Expense item •
Unit
Unit Cost
Amount
Totat Cost
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ROUND ROCK, TEXAS
PURPOSE. PASSION. PROSPERITY.
City Council Agenda Summary Sheet
Agenda Item No. 9E2.
Consider a resolution authorizing the Mayor to execute a Supplemental Contract No. 2 with
CP&Y, Inc. for the FM 1460 Expansion Project (from 2.2 miles North of US 79 North of Old
Agenda Caption: Settlers Blvd to 0.4 miles North of US 79).
Meeting Date: August 12, 2010
Department: INFRASTRUCTURE DEVELOPMENT AND CONSTRUCTION MANAGEMENT
Staff Person making presentation: Tom Word, P.E.
Chief of Public Works Operations
Item Summary:
This supplemental agreement shall provide for the necessary engineering and technical services required for the
revisions of the preparation of plans, specifications and estimates (PS&E). The revision involves several change
orders that have been initiated or necessitated by changes in field conditions.
Strategic Plan Relevance:
22.0 Foster transportation systems that would support the development of major density centers.
26.0 Construct major element of the transportation and mobility system as approved by Council in the Master
Transportation Plan.
Cost: $ 82,271.04
Source of Funds: 4B — Round Rock Transportation Development Corporation Construction
Date of Public Hearing (if required): N/A
Recommended Action: Approval of Supplemental Contract # 2
EXECUTED
DOCUMENT
FOLLOWS
STATE OF TEXAS
COUNTY OF WILLIAMSON
SUPPLEMENTAL CONTRACT NO. 2
TO CONTRACT FOR ENGINEERING SERVICES
FIRM: CP&Y, Inc. ("Engineer")
ADDRESS: 10415 Morado Circle, Bldg I, Suite 200, Austin, TX 78759
PROJECT: FM 1460 from 2.2 mi North of US 79 (north of Old Settler's Blvd) to 0.4 mi
North of US 79
This Supplemental Contract No. 2 to Contract for Engineering Services is made by and between
the City of Round Rock, Texas, hereinafter called the "City" and CP&Y, Inc., hereinafter called
the "Engineer".
WHEREAS, the City and Engineer executed a Contract for Engineering Services, hereinafter
called the "Contract", on the 25th day of September, 2008 for the FM 1460 from 2.2 mi North of
US 79 (north of Old Settler's Blvd) to 0.4 mi North of US 79 Project in the amount of
$320,388.00; and
WHEREAS, the Owners and Engineer executed Supplemental Contract No. 1 on September 18,
2009 to amend the scope of services and to increase the compensation by $31,960.51 to a total of
$352,348.51; and
WHEREAS, it has become necessary to amend the Contract to modify the provisions for the
scope of services and to increase the compensation by $82,271.04 to a total of $434,619.55; and
NOW THEREFORE, premises considered, the City and the Engineer agree that said Contract
is amended as follows:
I.
Article 2, Engineering Services and Exhibit B, Engineering Services shall be amended as set
forth in the attached Addendum To Exhibit B. Exhibit C, Work Schedule shall be amended as
set forth in the attached Addendum To Exhibit C.
II.
Article 4, Compensation and Exhibit D, Fee Schedule shall be amended by increasing by
$82,271.04 the lump sum amount payable under the Contract for a total of $434,619.55, as
shown by the attached Addendum to Exhibit D.
Supplemental Contract
0199.7081/197815
Q- l0 -Da --12 -°2•
Rcv.12/01 /08
84275
IN WITNESS WHE t OF, the City and the Engineer have executed this Supplemental
Contract in duplicate.
CP&Y, I
By:
West
14J,0
Date
CITY OF ROUND ROCK
By: 0'1 .4. -------
Alan McGraw, Mayor
P w94 ' t -i 'Md
Date
Supplemental Contract
0199.7081/197815
2
n L. Sheets, City Attorney
Rev.12/01 /08
84275
ADDENDUM TO EXHIBIT 13
Engineering Services
The changes to the scope of this project are as follows:
The Engineer shall provide the necessary engineering and technical services required for the revisions of
the preparation of plans, specifications and estimates (PS&E). These revisions involve several change
orders that have been initiated at the request of the City or necessitated by changes in field conditions.
The requested revisions and scope of each associated change orders are described in the TASK
OUTLINE shown below.
TASK OUTLINE
The Engineer will revise and/or add construction plans in the following items as part of change orders that
will be processed as part of the TxDOT construction project:
I. KIPHEN CIRCLE CHANGE ORDER
Relocation of two telecommunication lines (AT&T and Level 3) along the north edge of the existing
Kiphen Road alignment (proposed Kiphen Circle alignment) could not be completed until construction of
the TxDOT roadway project had begun. Once efforts to relocate these telecom lines began, it was
discovered that a City water line was closer to their proposed relocation corridor than originally thought.
This proposed corridor was to be located between the water line and the overhead power poles along the
north Kiphen Circle right-of-way line. Subsurface investigation, however, discovered that the water line
was too close to the power poles to allow the telecom lines to be located between them. The two telecom
lines would thus need to be relocated to the south of the power poles and inside the Kiphen Circle right-
of-way corridor. As designed, the north Kiphen Circle curb line would then lie directly on top of the
telecom lines. The City requested that the Kiphen Circle pavement be narrowed from the originally
planned 27 feet to 24 feet, holding the original alignment of the south curb line. This change would allow
an additional 3 feet for the telecom utility corridor to avoid placing utilities under the pavement, but
would require shifting the centerline of Kiphen Circle and all other related design elements. The City
requested that the Engineer revise the plans to narrow the Kiphen Circle pavement. The scope of these
changes is as follows:
A. Miscellaneous Plans
1. Project Layout
2. Typical Sections
B. Roadway Plans
1. Horizontal Alignment Data Sheet
2. Roadway Plan & Profile
3. Intersection Layouts
4. Driveway Details
5. Summary and Quantities
C. Traffic Control Plans
1. Traffic Control Plan Sheets
2. Summary and Quantities
B- l
D. Signing & Striping Plans
1. Signing & Striping Plan Sheets
2. Summary and Quantities
II. FM 1460 WIDENING CHANGE ORDER
The section of FM 1460 designed under this contract ends approximately 0.4 miles north of Old Settlers
Blvd. A design by another firm under separate contract has been completed that will tie into this terminus
and continue the realigned and widened FM 1460 roadway to the north. This section of FM 1460
provides a wider pavement section than the portion of FM 1460 designed under this contract. Following
completion of the plans and commencement of construction by the TxDOT contractor, the City approved
funding to widen the section of FM 1460 between Old Settlers Blvd and the tie point to the section
designed under separate contract. The City requested that the Engineer revise the plans to include the
wider pavement north of Old Settlers Blvd. The scope of revisions necessary to implement the wider
pavement section is as follows:
A. Miscellaneous Plans
1. Project Layout
2. Typical Sections
13. Roadway Plans
1. Roadway Plan & Profile
2. Intersection Layouts
3. Driveway Details
4. Summary and Quantities
C. Traffic Control Plans
1. Traffic Control Plan Sheets
2. Summary and Quantities
D. Sighing & Striping Plans
1. Signing & Striping Plan Sheets
2. Summary and Quantities
E. Culverts and Storm Sewers
1. Drainage Area Maps
2. Hydraulic Data Sheets
3. Storm Sewer Plans
4. Culvert Plan & Profile
5. Summaries and Quantities
F. Illumination Plans
1. Illumination Plan Sheets
2. Summary and Quantities
G. Erosion Control Plans
1. Erosion Control Plan Sheet
2. Summary and Quantities
B-2
III. RETAINING WALL CHANGE ORDERS
A. Retaining Wall No. 1 Extension. The function of Retaining Wall No. 1 is to retain the fill needed
to widen the FM 1460 pavement to the east side between Agarita Trail and Timberline Drive
without impacting the line of trees along the fence on this side of the road. The limits of this
wall were determined jointly by TxDOT, the City and the Engineer during the development of the
original plan set, which set the north terminus of the wall approximately 300 feet south of Agarita
Trail. Once construction of the project had commenced, further discussion between TxDOT and
the City led to a request to extend Retaining Wall No. 1 approximately 250 feet to the north.
TxDOT and the City requested that the Engineer revise the plans to extend this wall as indicated.
The scope for implementing this change is as follows:
1. Wall Layout (new sheet)
2. Roadway Plan & Profile
3. Summary and Quantities
B. Concrete Block Wall at Driveway 16 (Retaining Wall No. 2). Slope easements were obtained
along both sides of Kiphen Road between FM 1460 and the east intersection with Kiphen Circle
to provide space to grade the side slopes of the new Kiphen Road alignment to be built in
conjunction with the FM 1460 reconstruction project. One of these slope easements runs along
the edge of the Casa Mechanical Services property that abuts Kiphen Road to the south. During
construction of Kiphen Road and Driveway No. 16 that serves the Casa property, the City was
informed that the slope easement along this property could not be used to grade the side slope of
the road as it would remove part of the parking lot. At a field meeting with TxDOT, it was
agreed that a concrete limestone block wall would be the best solution to retain the portion of the
parking lot within the slope easement for aesthetic reasons. The scope for adding this block wall
is as follows:
I. Wall Layout (new sheet)
2. Wall Detail (new sheet)
3. Summary and Quantities
IV. FM 1460 RAISED MEDIAN CHANGE ORDER
The north termination point for TxDOT CSJ 2211-02-015 matches the south termination point of TxDOT
CSJ 2211-02-021. The PS&E of the former project was prepared by the Engineer and the PS&E of the
latter project was prepared by Huggins/Seiler & Associates (HSA). The scope of this professional
services contract included the Engineer's design for 2211-02-015. This design by the Engineer
anticipated that the construction of 2211-02-021 would occur at a much later date than the construction of
2211-02-015. However, circumstances have been such that the construction letting for 2211-02-021
followed that for 2211-02-015 by only three months and so the timing of construction activities for both
projects are occurring relatively close to each other.
HSA's plans for 2211-02-021 included some construction that overlapped into the project limits of the
Engineer's plans for 2211-02-015. The limits of the overlapping construction were between Sta.
347+74.14 and Sta. 357+09.12. The Engineer's design for this section of the project included a depressed
grassy median that would drain to a drop inlet near Culvert No. 1. HSA's design included widening the
pavement to the inside and constructing raised medians to replace the depressed median. With oversight
on both projects, TxDOT has determined that it would be advantageous and more efficient to eliminate
the interim depressed median and drop inlet that was part of the Engineer's design and have the contractor
B-3
for 2211-02-015 construct the wider pavement and raised median between Sta. 350+91.65 and Sta.
357+09.12. This change in construction sequencing will require revisions to the Engineer's plans to
incorporate the additional pavement, raised median and corresponding drainage elements.
The scope of revisions necessary to implement the wider pavement section is as follows:
A. Miscellaneous Plans
1. Project Layout
2. Typical Sections
13. Roadway Plans
1. Roadway Plan & Profile
2. Summary and Quantities
C. Traffic Control Plans
1. Traffic Control Plan Sheets
2. Summary and Quantities
D. Signing & Striping Plans
1. Signing & Striping Plan Sheets
2. Summary and Quantities
E. Storm Sewers
1. Drainage Area Maps
2. Hydraulic Data Sheets
3. Storm Sewer Plan & Profile
4. Culvert Plan & Profile
5. Summaries and Quantities
F. Erosion Control Plans
I . Erosion Control Plan Sheet
2. Summary and Quantities
G. Cross Sections
1. Cross Section Sheets
B-4
ADDENDUM TO EXHIBIT C
Work Schedule
The changes to the scope of this project are as follows:
KIPHEN CIRCLE WORK SCHEDULE
Change Order 95% Plans Submittal
Change Order Final Plans Submittal
FM 1460 WIDENING WORK SCHEDULE
Change Order 95% Plans Submittal
Change Order Final Plans Submittal
RETAINING WALL NO. 1 WORK SCHEDULE
Change Order 95% Plans Submittal
Change Order Final Plans Submittal
RETAINING WALL NO. 2 WORK SCHEDULE
Change Order 95% Plans Submittal
Change Order Final Plans Submittal
FM 1460 RAISED MEDIAN WORK SCHEDULE
Change Order 95% Plans Submittal
Change Order Final Plans Submittal
July 20, 2010
August 10, 2010
June 8, 2010
June 22, 2010
May 21, 2010
June 10, 2010
June 3, 2010
June 17, 2010
June 30, 2010
July 13, 2010
ADDENDUM TO EXHIBIT D
Fee Schedule
Attached Behind This Page
ADDENDUM TO EXHIBIT D
Fee Schedule
EXHIBIT D - Supplemental Contract #2
FM 1460 - From 2.2 mi North of US 79 to 0.4 mi North of .US 79
City of Round Rock, Texas
Task Description
Total Cost
TOTALLABOR COSTS
KIPHEN CIRCLE CHANGE ORDER
FM 1480 WIDENING CHANGE ORDER
RETAINING WALL CHANGE ORDERS
FM 1460 RAISED MEDIAN CHANGE ORDER
SUB -TOTAL LABOR EXPENSES
13,722.80
15,190.00
9,296,00
9,967.31
48,176.11
SUMMARY:
TOTAL LABOR COSTS
EXPENSES
SUBCONSULTANTS
TOTAL CP&Y FEE
Rodriguez Transportation Group
Huggins/Seiler & Associates, LP
$
S
31,889.93
2,000.09
GRAND TOTAL
82,271.04
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ADDENDUM TO EXHIBIT D
Fee Schedule
EXHIBIT D - Supplemental Contract #2
FM 146 0 -From: mi North of US 7: $: mid North US 79
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Cityof Round Rock, Texas
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D-6
PURPOSE. PlSSION PROSPERITY