R-99-11-09-10D1 - 11/9/1999`,4 CITY OF ROUND ROCK
s ew .nnt
Mayor
Robert A. SNuka, Jr
Mayor Pro-tem
Martha A. Chavez
Council Members
Tom Nielson
Earl M. Hairston
Rick Stewart
Earl Palmer
Jimmy Joseph
City Malinger
Robert L. Rennet, Jr
(Sty Attorney
Stephan L Sheets
November 30, 1999
Mr. Billy L. Huggins
Rodriguez & Huggins, Inc.
11824 Jollyville Rd., #402
Austin, Texas 78759
Sincerely,
Joanne Land
Assistant City Manager/
City Secretary
Enclosures
Fax: 512- 218 -7097
221 East Main Street
Round Rock, Texas 78664
512 -218 -5400
Dear Mr. Huggins:
The Round Rock City Council approved Resolution No. R- 99- 11- 09 -10D1 at their
regularly scheduled meeting on November 9, 1999. This resolution approves the
supplemental agreement to the contract to prepare construction plans and specifications
for Arterial B from Louis Henna Boulevard to a point 1900' south of Louis Henna
Boulevard on CR 170, and to establish a project centerline for SH 45 from Greenlawn
Boulevard to Doublecreek Drive.
Enclosed is a copy of the resolution and supplemental agreement No. 1 for your files. If
you have any questions, please do not hesitate to contact Jim Nuse at 218 -5555.
1 -800- 735 -2989 TDD - 1-800-735-2988 Voice
www.ci.round- rock.tx.us
RESOLUTION NO. R- 99- 11- 09 -10D1
WHEREAS, the City of Round Rock has previously entered into a
contract for engineering services ( "Contract ") with Rodriguez &
Huggins, Inc. to establish the alignment of Arterial B from US 79 to
south of Louis Henna Boulevard, preparation of a schematic, and
preparation of right -of -way documents, and
WHEREAS, Rodriguez & Huggins, Inc. has submitted Supplemental
Agreement No. 1 to the Contract to prepare construction plans and
specifications for Arterial B from Louis Henna Boulevard to a point
1900' south of Louis Henna Boulevard on CR 170, and to establish a
project centerline for SH 45 from Greenlawn Boulevard to Doublecreek
Drive, and
WHEREAS, the City Council desires to enter into said Supplemental
Agreement No. 1 to the Contract with Rodriguez & Huggins, Inc., 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 Agreement No. 1 to the Contract with
Rodriguez & Huggins, Inc., a copy of said supplemental agreement being
attached hereto 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
X: \WP DOGS \RSSOLIITI \R9110901.WPO /scg
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, and the Act.
RESOLVED this 9th day of November, 1999.
ATTEST:
ANNE LAND, City Secretary
(
RC T A. STLUKA, J•', Mayor
2
City of Round Rock, Texas
THE STATE OF TEXAS
THE COUNTY OF WILLIAMSON §
SUPPLEMENTAL AGREEMENT NO. 1
TO CONTRACT FOR ENGINEERING SERVICES
This Amendment to the Contract for Engineering Services is made by and between the City of
Round Rock, Texas, hereinafter called the "City" and Rodriguez & Huggins, Inc., hereinafter
called the "Engineer."
WHEREAS, the City and the Engineer executed a Contract for Engineering Services, hereinafter
call the "Contract," on the 13th day of May, 1999 to establish the alignment of Arterial B from
US 79 to south of Louis Henna Boulevard, prepare a schematic, and prepare right of way
documents for critical parcels, and
WHEREAS, ARTICLE 2, SCOPE OF SERVICES TO BE PROVIDED BY ENGINEER,
describes those engineering services to be provided by the Engineer as a part of the Contract, and
WHEREAS, ARTICLE 4, COMPENSATION, establishes the maximum lump sum payable
under this contract at $238,100.75 without modification of the contract, and
WHEREAS, it has become necessary to amend the contract to provide for a change in the scope
of services to include additional surveying and engineering services related to the preparation of
right of way documents, construction plans, specifications, and estimates for the construction of
Arterial B from Louis Henna Boulevard to a point 2000 feet south of Louis Henna Boulevard
along County Road 170, and
WHEREAS, the Engineer has agreed to perform the additional work for $117,670.38 increasing
the lump sum fee for the contract to $355,771.13.
NOW THEREFORE, premises considered, the City and the Engineer agree that said Contract is
amended as follows:
ARTICLE 4, COMPENSATION shall be amended by changing the lump sum amount payable
under this contract to $355,771.13.
ATTACHMENT "B ", Services to be Provided by the Engineer shall be amended as set forth in
the attached ADDENDUM NO. 1 to ATTACHMENT B.
IN WITNESS WHEREOF, the City and the Engineer have executed this Supplemental
Agreement in duplicate.
THE ENGINEER
By )/ 7 (0-9-
Signature
By
c
Date
CITY 0
ROCK
l -q -qq
Robert . Stluka, 7 , yor
ADDENDUM NO. 1 to ATTACHMENT B
SERVICES TO BE PROVIDED BY THE ENGINEER
The work effort and the management for the project included in this contract will be conducted in
the Engineer's office in Austin, Texas. The Engineer will be readily accessible to the City of
Round Rock staff and will meet with the City's project manager as necessary. At a minimum,
monthly progress reports will be submitted, which will detail on -going work as well as work
accomplished since the previous report. A memorandum documenting progress meetings will be
prepared by the Engineer.
When feasible, the City's standard drawings, and specifications of previously approved special
provisions/specifications will be utilized. If a special provision or special specification must be
developed under this contract, it shall be in the City's format, and, to the extent possible,
incorporate references to the City's approved test procedures.
All work is subject to the review and approval of the City of Round Rock. For those items which
require preliminary approval, a special designation for preliminary submission is noted in the
following list of services to be provided.
The plan sheets specified in the following list of tasks will adhere in format and content to
example sheets provided by the City's Project Manager. Specific project items not adequately
addressed on the example sheets should be discussed with the City's Project Manager. To
minimize revisions, the Engineer should request sample copies of any sheets/schematics /etc. for
clarification.
The Engineer will incorporate all plans furnished by the City into one complete set of
engineering documents.
The Engineer will solicit and secure written permission for entry to accomplish any work beyond
the existing right of way. The Engineer is fully responsible for any traffic control required from
any data collection activities. The control must be consistent with the City's procedures. The
Engineer may not close a lane of traffic without the written approval of the City's Project
Manager. All survey work shall be done in accordance with Texas Board of Professional
Surveyors "Manual of Practice for Land Surveying."
The Engineer shall provide the following engineering services required for the preparation of the
plans, specifications and estimate (PS &E).
PRELIMINARY DESIGN STUDIES
1. Collect and review all available data.
2. Develop a design schematic on controlled planimetrics and ortho - photography.
PUBLIC INVOLVEMENT
1. Prepare public meetings displays and exhibits, as required.
RIGHT -OF -WAY (ROW)
1. Participate in the utility coordination process.
2. Develop proposed ROW requirements for Arterial B.
MELD SURVEYING
1. Establish two (2) permanent bench marks for the project.
2. Provide ties to existing property corners and right of way points.
3. Provide ties to planimetric features. Provide DGN mapping file.
4. Tie and profile existing drainage facilities and cross section natural drainage features as
needed.
5. Provide ties to existing underground and overhead utilities, as needed.
6. Set horizontal and vertical control.
7. Provide natural ground cross - sections at 50 feet intervals.
ROADWAY DESIGN CONTROL
1. Refine the horizontal and vertical alignment of roadways.
2. Provide design cross - sections.
3. Compute earthwork quantities.
4. Prepare typical sections.
5. Develop plan/profile sheets.
6. Develop intersection/driveway details.
7. Miscellaneous roadway details.
DRAINAGE DESIGN
1. Prepare drainage area maps showing existing conditions and proposed improvements.
2. Prepare hydraulic computations for culverts, channels, storm sewer and inlets.
3. Prepare hydraulic data sheets.
4. Develop storm sewer plan/profile and culvert cross section sheets.
5. Develop miscellaneous drainage details.
6. Summary of quantities for drainage items.
7. Develop SW3P plans per phase consistent with the TCP.
8. Prepare SW3P quantities and summaries.
SIGNING, PAVEMENT MARKINGS AND SIGNALIZATION
1. Prepare signing and pavement markings layout:
2. Prepare summary of small signs.
3. Prepare summary of pavement markings.
4. Traffic signal plans.
MISCELLANEOUS (ROADWAY)
1. Develop Traffic Control Plan (TCP), Detours, and Sequence of Construction layouts.
A detailed TCP shall be developed utilizing the MUTCD and the current TxDOT
Barricade and Construction Standards. Each phase should identify the existing and
proposed traffic control devices that will be used to handle traffic during each sequence
of construction, including regulatory signs, warning signs, construction warning signs,
guide signs, route markers, construction pavement markings, channelizing devices,
portable changeable message signs, flashing arrow boards, barricades, barriers, etc.
2. Prepare a narrative of the construction sequencing.
3. Prepare phasing quantities and summaries.
4. Prepare exhibits for utility agreements.
5. Prepare miscellaneous details as required
6. Prepare estimate, specifications and general notes.
7. Prepare special specifications as required for non - standard items.
8. Prepare cost estimate.
9. Prepare construction time estimate.
EXHIBIT A
SERVICES TO BE PROVIDED BY THE CITY OF ROUND ROCK
The City of Round Rock will furnish to the Engineer the following items /information:
RIGHT -OF -WAY (ROW)
1. Provide ROW map.
2. Lead the utility coordination process.
3. Acquire utility information (plans, maps, etc.) for utilities effected by the project.
4. Obtain all required Utility Agreements.
FIELD SURVEYING
1. Provide all survey information to date.
ROADWAY DESIGN CONTROL
1. Design speed and specific criteria for project design.
2. Coordination necessary to secure typical section and preliminary design approval.
3. Develop proposed pavement sections/designs.
DRAINAGE DESIGN
I. Provide available information on existing drainage facility.
2. Hydraulic design criteria for project design.
3. Provide standard details as necessary.
SIGNING, PAVEMENT MARKINGS AND SIGNALIZATION
1. Provide standard detail as necessary.
MISCELLANEOUS (ROADWAY)
1. Coordinate and host utility coordination meetings.
2. Prepare and coordinate any Utility Agreements required.
3. Provide standard detail sheets, general note library, and specification as necessary.
EXHIBIT B
SERVICES TO BE PROVIDED BY THE ENGINEER
The work effort and the management for the project included in this contract will be conducted in
the Engineer's office in Austin, Texas. The Engineer will be readily accessible to the City of
Round Rock staff and will meet with the City's project manager as necessary. At a minimum,
monthly progress reports will be submitted, which will detail on -going work as well as work
accomplished since the previous report. A memorandum documenting progress meetings will be
prepared by the Engineer.
When feasible, the City's standard drawings, and specifications of previously approved special
provisions /specifications will be utilized. If a special provision or special specification must be
developed under this contract, it shall be in the City's format, and, to the extent possible,
incorporate references to the City's approved test procedures.
All work is subject to the review and approval of the City of Round Rock. For those items which
require preliminary approval, a special designation for preliminary submission is noted in the
following list of services to be provided.
The plan sheets specified in the following list of tasks will adhere in format and content to
example sheets provided by the City's Project Manager. Specific project items not adequately
addressed on the example sheets should be discussed with the City's Project Manager. To
minimize revisions, the Engineer should request sample copies of any sheets /schematics /etc. for
clarification.
The Engineer will incorporate all plans furnished by the City into one complete set of
engineering documents.
The Engineer will solicit and secure written permission for entry to accomplish any work beyond
the existing right of way. The Engineer is fully responsible for any traffic control required from
any data collection activities. The control must be consistent with the City's procedures. The
Engineer may not close a lane of traffic without the written approval of the City's Project
Manager. All survey work shall be done in accordance with Texas Board of Professional
Surveyors "Manual of Practice for Land Surveying."
The Engineer shall provide the following engineering services required for the preparation of the
plans, specifications and estimate (PS &E).
PRELIMINARY DESIGN STUDIES
1. Collect and review all available data.
2. Develop a design schematic on controlled planimetrics and ortho- photography.
PUBLIC INVOLVEMENT
1. Prepare public meetings displays and exhibits, as required.
RIGHT -OF -WAY (ROW)
1. Participate in the utility coordination process.
2. Develop proposed ROW requirements for Arterial B.
FIELD SURVEYING
1. Establish two (2) permanent bench marks for the project.
2. Provide ties to existing property corners and right of way points.
3. Provide ties to planimetric features. Provide DGN mapping file.
4. Tie and profile existing drainage facilities and cross section natural drainage features as
needed.
5. Provide ties to existing underground and overhead utilities, as needed.
6. Set horizontal and vertical control.
7. Provide natural ground cross - sections at 50 feet intervals.
ROADWAY DESIGN CONTROL
1. Refine the horizontal and vertical alignment of roadways.
2. Provide design cross - sections.
3. Compute earthwork quantities.
4. Prepare typical sections.
5. Develop plan/profile sheets.
6. Develop intersection/driveway details.
7. Miscellaneous roadway details.
DRAINAGE DESIGN
1. Prepare drainage area maps showing existing conditions and proposed improvements.
2. Prepare hydraulic computations for culverts, channels, storm sewer and inlets.
3. Prepare hydraulic data sheets.
4. Develop storm sewer plan/profile and culvert cross section sheets.
5. Develop miscellaneous drainage details.
6. Summary of quantities for drainage items.
7. Develop SW3P plans per phase consistent with the TCP.
8, Prepare SW3P quantities and summaries.
SIGNING, PAVEMENT MARKINGS AND SIGNALIZATION
1. Prepare signing and pavement markings layout:
2. Prepare summary of small signs.
3. Prepare summary of pavement markings.
4. Traffic signal plans.
MISCELLANEOUS (ROADWAY)
1. Develop Traffic Control Plan (TCP), Detours, and Sequence of Construction layouts.
A detailed TCP shall be developed utilizing the MUTCD and the current TxDOT
Barricade and Construction Standards. Each phase should identify the existing and
proposed traffic control devices that will be used to handle traffic during each sequence
of construction, including regulatory signs, waming signs, construction warning signs,
guide signs, route markers, construction pavement markings, channelizing devices,
portable changeable message signs, flashing arrow boards, barricades, barriers, etc.
2. Prepare a narrative of the construction sequencing.
3. Prepare phasing quantities and summaries.
4. Prepare exhibits for utility agreements.
5. Prepare miscellaneous details as required
6. Prepare estimate, specifications and general notes.
7. Prepare special specifications as required for non - standard items.
8. Prepare cost estimate.
9. Prepare construction time estimate.
PROJECT INFORMATION
Round Rock, Texas
City of Round Rock
Contract No.
Work Authorization No.
RATES
Engineer IV E4 $ 37.50 Hour
Engr Spec IV SP4 $ 37.50 Hour
Engineer III E3 $ 37.50 Hour
Engineer II E2 $ 32.25 Hour
Engr Spec II SP2 $ 32.69 Hour
Engr Tech III ET3 $ 26.00 Hour
Engr Tech II ET2 $ 25.00 Hour
Engr Tech I ET1 $ 15.00 Hour
Final Ortho- photography Plots
Reproduction
Mileage
Airline Flights
Per Diem
Mail & Deliveries
SF
SF
$ 0.28 Mile
EA
Day
EA
Overhead Rate
Profit
155.00%
12.00%
PROJECT DETAILS
Project Length
Railroad Crossings
Bridges
Channels (Requiring Sections)
Bridge Class Culverts
Other Culverts
Traffic Signals
Overhead Sign Bridges (OSB)
Cantilever Overhead Signs (COSS)
Large Signs
ROW Parcels
Agency / Commitee meetings
Public Meetings
Public Hearings
Environmental Documents:
Cat Ex
EA
EIS
0.201
0
0
0
0
0
1
0
0
0
Mi
Each
Each
Each
Each
Each
Each
Each
Each
Each
1 Each
O Each
O Each
O Each
O Each
0 Each
O Each
Rodriguez & Huggins, Inc
Round Rock, Texas
City of Round Rock
R & H SHEET COUNT
Contrail No.
Work Authorization No
F.C. 160 ROADWAY DESIGN CONTROLS Scale No Firs / Ea
1 28.0
O 0.0
1"-500' 1 30_0
O 0.0
O 0.0
O 0.0
O 0.0
2 39.0
Title Sheet
Sheet Index
Pmj. Layout, Typicals,x -Slope & Horiz Align Data
Typical Sections
Horizontal Align Data
Cross Slope Data
Cross Sections
Plan / Profile Sheets
Intersection Details
Misc. Roadway Details
Driveway Details
0.0
0.0
0.0
FC 160 Total
4 34,00
F.C. 161 DRAINAGE
Scale No
Hrs / Ea
Drainage Area Maps & Hydr Computations / Data
Hydraulic Computations / Data
Bodge Hydraulic Data
Stone Sewer Plan / Profile
Culvert Cross Section and Details
Bridge Class Culvert Layouts
Channel Plan 1 Profile
Misc Drainage Details
SW3P
Permanent Erosion Control
Summary of Drainage & Erosion Conhol
Inlet and Manholes Summary
Structure Summary
Erosion Control Summary
1 35.0
O 0.0
O 0.0
2 92.0
O ao
O 0.0
O 0.0
O 0.0
1 25.0
1' =100' 1 24.0
t 22.0
O 0.0
O 0.0
O 0.0
1 '=200'
FC 161 Total
6
28.33
F.C. 162 SIGNING, MARKINGS, AND SIGNALIZATION Scale
No
Hrs /Ea
Signing and Pavement Marking Plana
Signal General Notes
Signal Existing Conditions
Signal Layout
Signal Elevations
Signal Phasing
Signal Wiring
TSFD - Traffic Signal Foundation Standard
Signal Summary
Summary of Signing and Pavement Markings
556,109 and Pavement Marking Standards
Signal Standards
1'50'
1'50'
26.0
2.0
21.0
35.0
26.0
24.0
240
21.0
25.0
240
2.0
2.0
FC 162 Total
27
9.56
F.C. 163 MISCELLANEOUS (ROADWAY)
Scale
No
Hrs / Ea
Sequence Details, Typicals & Notes
Traffic Control Plan
Traffic Control Plans (Typical Sections)
Detour Plan / Profile
Detour/Misc 0014110
Bridge Sequence Detalls/Typicals
General Notes
Estimate & Quantity Sheets
Summary of Quantities
Miscellaneous Standard Sheets
Bidding & Letting Documents
1" =100'
1 29.0
4 26.0
O 00
O 0.0
O 00
O 0.0
2 29.0
3 350
45.0
37 2.0
28 3.0
FC 163 Total
76
6.57
F.C. 170 BRIDGE DESIGN
Scale
No
Hrs / Ea
Bridge Layouts
Bridge Details
Bridge Summaries
0
0
0
0.0
0.0
0.0
FC 170 Total
O 0.00
PLAN SET TOTAL
Rodriguez & Huggins. Inc
113
R &H Sheers
FC 160 Total 4
FC 161 Total 6
FC 162 Total 27
FC 163 Total 76
FC 170 Total 0
TOTAL 113
9.41
F.C. 110 ROUTE AND DESIGN STUDIES
E4
SP4
E3
E2
SP2
ET3
ET2
Total
CADD
Coordination of sub - consultants
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a 0 0 0 0 0 0
. . . . . . . . . . . . . . . . . . . . . . . . . . . .
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
-
Collecl and review data
0
0
0
0
0
0
0
-
Identify issues and prepare issues list / repon
-
Local and regional agency meetings
0
0
0
0
0
0
0
-
Committee workshops
-
Incorporate results of MIS
-
Develop evaluation matrix
-
Preliminary corridor evaluation and inspection
-
Identify altemative condors
-
Prepare constraints maps
0.0
Identify property owners and prepare property mar
0.0
Prepare mail database
-
Prepare corridor maps
0.0
Define and prepare typical sections
0.0
Evaluate and select corridors for furthur study
-
Prepare Alternative Schematics
0.0
Prepare cost estimates for alternatives
-
Evaluate and select technically preferred altemative
-
Deternine roadway geometry
0.0
Run preliminary earthwork and determine ROW
0.0
Prepare Geometric Schematic
0.0
Refine cost estimate for preferred alternative
-
Prepare Engineering Summary Report
-
Revise Geometric Schematic as required
0.0
Revise Engineering Summary Report as required
-
i
FC 110 Total
0
0
0
0
0
0
0
0 I
0
F.C. 120 ENVIRONMENTAL STUDIES
E4
SP4
E3
E2
SP2
ET3
ET2
Total
CADD
Coordination of sub - consultants
Prelinvnary environmental document review
Prepare meeting displays / exhibits
Brief TxDOT and other agencies
Arrange for facilities for Public Meetings / Hearings
Schedule & advertise Public Meetings 1 Hearings
Conduct Public Meetings / Hearings
Prepare Public Meeting / Hearing Summaries
Final environmental document review
0 0 0 0 0 0 0 0 0 0 0�
d d d d d d o 0 d d d d
-
-
0.0
-
-
-
-
-
FC 120 Total
0
0
0
0
0
0
0
1 0
0
F.C. 130 RIGHT OF WAY PLANS
E4
SP4
E3
E2
SP2
ET3
ET2
Total
CADD
Coordination of sub - consultants
Ulility coordination
Prepare Utility Sheets
000000
-
-
0.0
FC 130 Total
0
0
0
0
0
0
0
'� 0
0
F.C. 150 FIELD SURVEYS / MAPPING
54
SP4
E3
E2
SP2
ET3
ET2
Total
CADD
Coordination of sub - consultants -
0 0 0 0 0 0
d 00000
-
Digital Orthophotography file preparation
0.0
Controlled Aerial Mapping file preparation
0.0
- FC 150 Total
0
0
0
0
0
0
0
1 0
0
Round Rock, Texas
City of Round Rock
R & H MANHOUR ESTIMATE
Contract No.
Work Authorization No.
Rodriguez & Huggins, Inc
F.C. 162 SIGNING, MARKINGS, AND SIGNALIZATION 1
E4
SP4
E3
E2 I
SP2
ET3 1
ET2 I
Total
CADD
Coordination of sub-consultants
Signing Schematic
Existing Sign and Marking Inventory
Existing Signal Layout Inventory
Signing and Pavement Marking Plans
Signal General Notes
Signal Existing Conditions
Signal Layout
Signal Elevations
Signal Phasing
Signal Wiring
TSFD - Traffic Signal Foundation Standard
Signal Summary
Summary of Signing and Pavement Markings
Signal Standards
00
0000 00
0 000 0000000
m•1a
OOOWw �
OOOmo " "��
op000rp00000000
O O O O O 0 O O O O O O O O
0 o v i v qm a a
OOO iiHFa,a
o O 0 0 0 O 0 O O
.'o''664066666666
FC 162 Total
26
0
26
91
13
52
52
258
O
F.C. 161 DRAINAGE
E4
SP4
E3
E2 1
SP2
ET3
ET2
Total
CADD
Coordination of sub- consultants
Drainage Area Maps 8 Hydr Computations / Data
Hydraulic Computations / Deta
Bridge Hydraulic Data
Storm Sewer Plan / Profile
CuNert Cross Section and Details
Bridge Class Culvert layouts
Channel Plan / Profile
Misc Drainage Details
SW3P
Permanent Erosion Control
Summary of Drainage & Erosion Control
Inlet and Manholes Summary
Structure Summary
Erosion Control Summary
O O O O O o o o O o o O 0 0
O O O
� O C � 0 0 0 0 a a O O O
O O O p O 0 0 0 a m 0 0 0 0
1� C G� G G G G m m m 0 0 0
O 00
0000pop0000000
op000rp00000000
O O O O O 0 O O O O O O O O
op00000000dddd
V O O O O W O 0 0 0 0
O0000000000000
FC 161 Total
0 1
38
35
97
o
0 1
0
V 170.0
0
F.C. 163 MISCELLANEOUS(ROADWAY)
94
SP4
E3
E2
SP2
ET3
ET2 1
Total
CADD
Coordination of sub- consultants #
O O O
v-0.-00000000
m 0 7i 0 0 O O O
O N G G G O� G G G
O O O
000
oom00000000l
O O a 0 0 0 0 m 0 0 O
000
ciod
gggg
O O O O O O
00000000000
Sequence Details, Typicals & Notes
8
6
16
1 16 1
11
11 1
5.8
137.0
Traffic Control Plan
20.6
Traffic Control Plans (Typical Sections)
0.0
Detour Plan / Profile
0.0
Detour /Misc Details
0.0
Bridge Sequence Details/Typicals
0.
0.0
0.
General Notes
11.6
Estimate & Quantity Sheets
210
Summary of Quantities
9.0
Miscellaneous Standard Sheets
14.8
Bidding 8 Lenin g Documents
16.8
FC 163 Total
1 50
0
50
175
25
100
100
500.0
0
F.C. 160 ROADWAY DESIGN CONTROLS
E4
SP4
E3
F2
SP2
ET3
ET2
Total
CADD
Coordination of sub- consultants
Title Sheet
Sheet Index
Proj. Layout. Typicals,X -Slope & noriz Align Data
Typical Sections
Horizontal Align Data
Cross Slope Data
Cross Sections
Plan / Profile Sheets
Intersection Details
Misc. Roadway Details
Driveway Details
O O O
v-0.-00000000
m 0 7i 0 0 O O O
O N G G G O� G G G
O O O
000
oom00000000l
O O a 0 0 0 0 m 0 0 O
000
ciod
gggg
0 0 0 0 0 0 0 0 0 0 0
FC 160 Total
8
6
16
1 16 1
11
11 1
71
137.0
0
F.C. 170 BRIDGE DESIGN
E4
SP4
E3
F2
SP2
ET3
ET2
Total
CADD
Coordination of hub - consultants
Bridge Layouts
Bridge Details
B • r c Summaries
O O O
000
000
coo
000
O O O
000
000
000
ciod
gggg
7E]
FC 170 Total
0
0
0
0
0
0
0
0.0
0
Round Rock, Texas
City of Round Rock
Contract No.
Work Authorization No.
Rodriguez & Huggins. inc
R & H MANHOUR SUMMARY
Round Rock, Texas Contract No.
City of Round Rock Work Authorization No.
F.C. 110 ROUTE AND DESIGN STUDIES Manhours Rate
Engineer IV 0 $37.50 $
Engr Spec IV 0 $37.50 $
Engineer III 0 $37.50 $
Engineer II 0 $32.25 $
Engr Spec II 0 $32.69 $
Engr Tech III 0 $26.00 5
Engr Tech II 0 525.00 $
Sub -total 0 $
F.C. 120 ENVIRONMENTAL STUDIES Manhours Rale
Engineer IV 0 537.50 $
Engr Spec IV 0 537.50 $
Engineer III 0 537.50 $
Engineer II 0 $32.25 $
Engr Spec II 0 532.69 $
Engr Tech III 0 526.00 $
Engr Tech II 0 $25.00 $
Sub -total 0 $
F.C. 130 RIGHT OF WAY PLANS Manhours Rate
Engineer IV 0 $37.50 $
Engr Spec IV 0 $37.50 $
Engineer III 0 537.50 $
Engineer II 0 $32.25 $
Engr Spec II 0 532.69 $
Engr Tech III 0 526.00 $
Engr Tech II 0 $25.00 $
Sub -total 0 $
F.C. 150 FIELD SURVEYS / MAPPING Manhours Rate
Engineer IV 0 $37.50 $
Engr Spec IV 0 $37.50 $
Engineer III 0 537.50 $
Engineer II 0 532.25 $
Engr Spec II 0 $32.69 $
Engr Tech III 0 526.00 $
Engr Tech II 0 $25.00 $
Sub - total 0 $
Rodriguez & Huggins, Inc
Direct Labor
Direct Labor
Direct Labor
Direct Labor
F.C. 160 ROADWAY DESIGN CONTROLS
Engineer IV 6 $37.50 $ 225.00
Engr Spec IV 6 $37.50 $ 225.00
Engineer III 16 $37.50 $ 600.00
Engineer II 16 $32.25 $ 516.00
Engr Spec II 11 $32.69 $ 359.59
Engr Tech III 11 $26.00 $ 286.00
Engr Tech II 71 $25.00 $ 1,775.00
Sub - total 137 $ 3,986.59
F.C. 161 DRAINAGE Manhours Rate Direct Labor
Engineer IV 0 $37.50 $ -
Engr Spec IV 38 $37.50 $ 1,425.00
Engineer III 35 $37.50 $ 1,312.50
Engineer II 97 $32.25 $ 3,128.25
Engr Spec 9 0 $32.69 $ -
Engr Tech III 0 $26.00 $ -
Engr Tech II 0 $25.00 $
Sub -total 170 $ 5,865.75
F.C. 162 SIGNING, MARKINGS, AND SIGNALIZATION Manhours Rate Direct Labor
F.C. 163
Round Rock, Texas Contract No.
City of Round Rock Work Authorization No.
Engineer IV
Engr Spec IV
Engineer III
Engineer 11
Engr Spec II
Engr Tech III
Engr Tech 11
MISCELLANEOUS (ROADWAY)
Engineer IV
Engr Spec IV
Engineer III
Engineer II
Engr Spec II
Engr Tech III
Engr Tech II
F.C. 170 BRIDGE DESIGN
Engineer IV
Engr Spec IV
Engineer III
Engineer II
Engr Spec II
Engr Tech III
Engr Tech II
Sub -total
Sub -total
Sub -total
R & H MANHOUR SUMMARY
Manhours
26
0
26
91
13
52
52
260
Manhours
50
0
50
175
25
100
100
500
Rodriguez & Huggins, Inc
Rate Direct Labor
$37.50 $ 975.00
$37.50 $ -
$37.50 $ 975.00
$32.25 $ 2,934.75
$32.69 $ 424.97
$26.00 $ 1,352.00
$25.00 $ 1,300.00
$ 7,961.72
Rate Direct Labor
$37.50 $ 1,875.00
$37.50 $
$37.50 $
$32 25 $
$32.69 $
$26.00 $
$25.00 $
Manhours Rate Direct Labor
O $37.50 $
O $37.50 $
O $37.50 $
O $32 25 $
O $32.69 $
O $26.00 $
O $25.00 $
O $
1,875.00
5,643.75
817.25
2,600.00
2,500.00
15,311.00
EXHIBIT D
City of Round Rock
Contract No.
Work Authorization No
LABOR COSTS:
DIRECT
LABOR
OVERHEAD
155.00%
TOTAL
FIXED FEE
TOTAL
COST
F.C. 110 ROUTE AND DESIGN STUDIES
F.C. 120 ENVIRONMENTAL STUDIES
F.C. 190 RIGHT OF WAY PLANS
F.C. 150 FIELD SURVEYS / MAPPING
F.C. 160 ROADWAY DESIGN CONTROLS
F.C. 161 DRAINAGE
F.C. 162 SIGNING, MARKINGS, AND SIGNALIZATION
F.C. 163 MISCELLANEOUS (ROADWAY)
F.C. 170 BRIDGE DESIGN
TOTALS
$ -
$ 3,986.59
$ 5,865.75
$ 7,961.72
$ 15,311.00
$
n
m F
(9,0
$
$ 10,165.80
$ 14,957.66
5 20,302.39
$ 39,043.05
$ -
m 7,
a a m
n � d
w w w w w w c
N V m nm
N N m N
m n n n
_mfil
6,05.69.9.49,90-
§ 33,125.1
4
$ 84,468.90
$ 10,1 6.27
5 94,605.17
DIRECT COSTS:
EXPENSES:
Flnal Ortho- photography PMts
Mileage
Airline Flights
Per Diem
Mail & Deliveries
TOTAL EXPENSES
RATE
QUANTITY
TOTAL
w w w w w
1,800
w w w w w w w w
§ 504.00
SUB - CONTRACTS:
TOTAL SUB- CONTRACTS
TASK
TOTAL
$ -
TOTAL DIRECT COSTS
$ 504.00
TOTAL COST I $ 95,109.17
Rodriguez & Huggins, Inc
DATE: November 5, 1999
SUBJECT: City Council Meeting — November 9, 1999
ITEM: 10.D.1. Consider a resolution authorizing the Mayor to execute a
Supplemental Agreement No. 1 with Rodriquez and Huggins,
Inc. for Arterial B. Staff recommends your approval. Staff
Resource Person: Jim Nuse, Public Works Director.