HomeMy WebLinkAboutRes 2018-10-495 Eng Task Order Cobb Fendley & Assoc for Rosamond PkwyCITY OF ANNA, TEXAS
RESOLUTION NO.
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF ANNA, TEXAS APPROVING
AND AUTHORIZING THE CITY MANAGER TO ACT ON THE CITY'S BEHALF IN
EXECUTING AN ENGINEERING TASK ORDER WITH COBB FENDLEY & ASSOCIATES,
INC. FOR THE ROSAMOND PARKWAY PROJECT.
WHEREAS; The City of Anna, Texas (the City) has negotiated an engineering service task
order with Cobb Fendley & Associates, Inc. for the Rosamond Parkway Project (the Project);
and,
WHEREAS; the task order provides the necessary engineering services for full design of the
Project and positions the project for funding opportunities as directed in the City's adopted
Strategic Plan; and,
WHEREAS; the engineering services fee for Tasks 1 through 5 are for a total not -to exceed
amount of $696,500; and,
WHEREAS; funds are available for the project in the 2018 Certificate of Obligation; and,
WHEREAS; the Project supports the City's adopted Strategic Plan goal of building
transportation infrastructure with emphasis on projects that relieve traffic congestion;
NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF
ANNA, TEXAS, THAT:
Section 1. Recitals Incorporated.
The recitals above are incorporated herein as if set forth in full for all purposes.
Section 2. Authorization.
The City Council hereby approves Tasks I through V of the Agreement attached hereto as
Exhibit A, and authorizes, ratifies and approves the City Manager's execution of same. The
City Manager is hereby authorized to execute all documents and to take all other actions
necessary to finalize, act under, and enforce the task order agreement.
PASSED AND APPROVED by the City Council of the City of Anna, Texas, on this 23rd day
of October 2018.
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ATTEST: ,`�,�`y OF A• ''�%,� APPROV
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City Secretary 05frie L. Smith = * = Mayor Nate Pike
RESOLUTION: Rosamond Parkway Task Order PAGE 1 OF 1 10/23/18
. ° CobbFendley
TASK ORDER
MASTER SERVICE AGREEMENT (MSA), Task Order No. 17-04
Pursuant and subject to the above captioned MSA dated April 11, 2017 between Cobb Fendley &
Associates, Inc. and the City of Anna, Texas . CLIENT hereby requests that CONSULTANT performs
the work described below upon the terms set forth:
CLIENT PROVIDED INFORMATION:
Work Site: West Rosamond Parkway (l. H. 75 to Anna High School)
Work to Be Performed: Paving & Drainage Design for Approximately 5,800 LF of Roadway
Drawings, plans, specifications ( (are not) attached: N/A
Date and Time to Commence: Date of Task Order acceptance
Date and Time to Complete: See Attached Exhibit C
Equipment, vehicles, tools, materials, supplies to be furnished or obtained through third parties by
CLIENT (if any)
N/A
Invoice Mailing Instructions: Per MSA
Other Requirements or Variance from MSA (if any): N/A
Compensation: See Attached Exhibit B
(IF THE CITY IS SEEKING REIMBURSEMENT FROM A DEVELOPER OR THIRD PARTY, THE CITY
IS RESPONSIBLE FOR PAYING THE ENGINEER WITHIN 30 DAYS OF INVOICE AND SEEKING
REIMBURSEMENT FROM THE THIRD PARTY. PAYMENT TO THE ENGINEER IS NOT
CONTINGENT ON THE CITY RECEIVING REIMBURSEMENT FROM THE THIRD PARTY)
Scope of Work: See attached Exhibit A.
ACCEPTANCE:
The foregoing TASK ORDER is accepted on the terms set forth as
CONSULTANT
Cobb, Fendley & AAsociates, Inc.
By:
Print - Na e: c
J. Cal Bostwick, PE
Title: Senior Vice President
CLIENT
City
By:
Pri
Title:
Date: 1511-7 111 Date:
the signatures below.
me:��alM t'�'OC�
Exhibit A
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EXHIBIT A
SCOPE OF SERVICES
PROFESSIONAL ENGINEERING SERVICES AGREEMENT
BETWEEN THE CITY OF ANNA, TEXAS, AND
COBB, FENDLEY & ASSOCIATES, INC.
FOR PAVING & DRAINAGE IMPROVEMENTS FOR WEST ROSAMOND PARKWAY
FROM I.H. 75 TO ANNA HIGH SCHOOL
I. PROJECT DESCRIPTION
Cobb, Fendley & Associates, Inc. (CobbFendley) will provide professional engineering
design for paving, drainage, and miscellaneous improvements to:
• West Rosamond Parkway from I.H. 75 to Anna High School (5,800'+/-)
CobbFendley will provide professional engineering services as follows:
Project includes:
• Design a 6 lane divided roadway in a 120' ROW
• Roadway will be concrete curb and gutter with underground drainage system
• Storm sewer system including curb inlets, underground piping, culverts, and
headwalls
• Box culvert at creek crossing
• Sidewalk and ADA compliant ramps at all existing developments that
currently do not have existing compliant sidewalks
• Construction phasing plans
• Traffic control plans
• Topographic survey
• Preparation of right-of-way metes and bounds required to establish a min 120'
ROW
• Preparation of construction easement documents
• Level B SUE designation for entire length of project
• Level A SUE potholes on identified possible conflicts
• Geotechnical Investigation for soil stability and pavement design
II. PROJECT MANAGER
Paul Carline, P.E.
Senior Project Manager
2804 Network Boulevard, Suite 800
Frisco, Texas 75034
972-335-3214
Pcarline@cobbfendley.com
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III. TASK SUMMARY
Task 1 — Design Services
A. Conceptual Engineering (30%)
1. Conduct a project kick-off meeting with City staff.
2. Perform detailed site Investigation with design team and City staff.
3. Obtain record drawings, studies, and planning documents from the City that
may have an impact on the project. Incorporate this data into the planning
and design of the project.
4. CobbFendley will contact the franchise utility companies and use the
information they provide to show their existing and proposed facilities on the
design plans to help identify conflicts so early coordination for the relocation
of the franchise utilities can be performed to help avoid conflicts during
construction.
5. CobbFendley will prepare the concept engineering plans including horizontal
and vertical layouts and typical sections for the paving.
6. Initial right-of-way acquisition requirements will be made and presented to the
City for approval. Once approved, the legal metes and bounds including
exhibits will be prepared.
7. Provide the City three half size and two full size copies of the concept plans
for review and approval. Meet with the City to review the design.
B. Preliminary Engineering (60%)
Upon approval of conceptual engineering plans, CobbFendley will prepare
preliminary construction plans as follows:
1. Prepare preliminary project plan and profile sheets showing limits of
pavement, driveways, elevations at all PVI's and PI's; high and low points,
horizontal and vertical curve information, and pertinent calculations. Profiles
for existing ground at the right-of-way lines will be shown.
2. Known existing utilities and utility easements will be shown on the roadway
plan and profile sheets. CobbFendley will coordinate with utility companies
and the City to ascertain what, if any, future improvements are planned that
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may impact the Project. Submit pertinent plan sheets to private utility
companies for review and utility clearance.
3. CobbFendley will review the drainage patterns of the local streets and
contributing offsite drainage areas and determine the preliminary horizontal
and vertical layout of the storm sewer system, location and size of inlets, size
of drainage pipes, and the location of the storm sewer outfall. CobbFendley
will prepare a drainage area map and drainage calculations showing street
ponding, pipe sizes, inlet sizes and HGL's.
4. Preliminary roadway cross-sections will be developed, from the survey notes,
at intervals not to exceed 50 foot along the project length. Additional cross-
sections at important features including driveways, PI's of intersecting
streets, etc. will also be provided.
5. Prepare plan layouts for sidewalks and ADA compliant ramps at all existing
developments that currently do not have existing compliant sidewalks.
6. CobbFendley will deliver three half size and two full size preliminary
construction plans to the City for review. Generally, plan sheets will be
organized as follows:
Cover Sheet
General Notes
Project Layout
Typical Section
Paving Plan & Profile Sheets
Pedestrian Plan sheets
Drainage Area Map
Drainage Calculations
Storm Drain Plan & Profile Sheets
Culvert Crossing Layout
Driveway Profiles
Cross Sections
7. CobbFendley will submit an updated preliminary estimate of probable
construction cost.
8. CobbFendley will meet with the City to discuss review comments for
preliminary submittal.
9. Any major change in the project horizontal or vertical alignment or drainage
system design requested by the City after the submittal of the 60% plans that
results in a major redesign of the project will be cause for the request of
additional services.
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C. Pre -Final Phase (90%)
Upon approval of preliminary engineering plans, CobbFendley will further develop
the plans and provide the following additional tasks for the pre -final construction
plans:
1. CobbFendley will prepare a horizontal control with any required easements or
rights-of-way shown.
2. Prepare a horizontal and vertical control plan that locates all proposed and
known existing facilities. Legal descriptions (Lot Nos., Block Nos., and
Addition Names) along with property ownership will be provided on the plan
view.
3. Prepare an Erosion Control Data Sheet and Erosion Control Plan. It is the
contractor's responsibility to prepare and submit the SWPPP and the NOI.
4. Prepare a suggested construction sequencing plan in accordance with
MUTCD requirements.
5. Prepare final cross-sections showing centerline station, profile grades and
centerline elevations, roadway section (existing and proposed), right-of-way
limits. Excavation and embankment volumes and end area computations will
also be provided.
6. Prepare final drive -way profiles showing the proposed driveway grade
transitioning into the existing driveway grade and limits of tie back.
7. Prepare final cross -street tie-in profiles showing the proposed driveway grade
transitioning into the existing side street grade and limits of tie back.
8. CobbFendley will deliver three half size and two full size sets of pre -final
construction plans to the City for review. Generally, plan sheets will be
organized as follows:
Cover Sheet
General Notes
Quantity Summary
Project Layout
Typical Section
Paving Plan and Profile Sheets
Pedestrian Plan sheets
Drainage Area Map
Drainage Calculations
Storm Drain P&P
Culvert Crossing Layout
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Construction Sequencing
Erosion Control Narrative
Erosion Control
Paving Details
Storm Drain Details
Misc. Details
Driveway Profiles
Cross Sections
9. CobbFendley will submit a pre -final estimate of probable construction cost
with the plans.
10. The project contract documents (front end), general conditions, and special
conditions will be provided by the City. Project Specifications will be
prepared in accordance with the North Central Texas Council of Governments
Standard Specifications for Public Works Construction. Any required
specifications not included in the North Central Texas Council of
Governments Standard Specifications for Public Works Construction will be
prepared separately and included in the bid documents.
11. CobbFendley will prepare the bid proposal forms (Project quantities) of the
improvements to be constructed and included in the contract documents.
12.Attend two plan review meetings. The review meetings will be conducted to
address review comments and to take action on items to produce the final
construction documents. Two full size sets of review plans and specifications
will be provided for the review meetings.
D. Final Design
Upon approval of pre -final engineering plans, CobbFendley will further develop the
plans and provide the following additional tasks for the pre -final construction plans:
1. Address all City comments and finalize all engineering drawings.
2. CobbFendley will finalize the bid proposal forms (Project quantities) of the
improvements to be constructed, showing any alternate bid items and
summary sheets.
3. CobbFendley will finalize the contract documents and technical specifications.
4. CobbFendley will submit a final estimate of probable construction cost.
5. Furnish three half size and two full size sets of drawings, specifications, and
bid proposals marked "Preliminary" for approval by the City. Upon final
CobbFendley
approval, CobbFendley will provide three half size and two full sets of plans,
stamped "Bid Documents", and a cd containing the pdf files for the plans and
specifications.
Excluded... Updating of utility locations, utility verification, and topographic survey is
excluded from this scope. Due to the potential development that may occur in the area
while this project is dormant, the level of effort required to update the topographic
survey cannot be determined at this time. At the time the project is revitalized to
complete the final design and proceed to the bid and construction phase, a
determination will be made for the level of effort, if any, required to update the
topographic survey and utility locations and a scope and fee will / may be submitted as
an additional service.
Task 2 — Topographic Field Surveying
A. Project Control
GPS observations utilizing the Western Data Systems VRS network will be
performed to reference the project datum to the Texas State Plane
Coordinate System, North Central Zone (4202), NAD83(2011), Epoch
2010.00. Elevations will be referenced to NAVD88 and computed using
GEOID12A.
2. Grid coordinates will be converted to surface values using a Combined
Surface Adjustment Factor unless otherwise specified by the City of Anna.
3. Four Primary Control Points will be set, two on the West end and two on the
East end of the project. Primary Control will be mag nails set in asphalt or
crosses cut in concrete.
4. Horizontal and Vertical coordinates will be based on four 180 Epoch session
on each point (two AM observations and two PM observations) with the final
values based on an average of the data between the four observations.
5. Secondary Control Points will be set as required to perform the survey.
6. A differential level loop will be run through all Primary and Secondary Control
Points to verify elevations.
B. Right -Of -Entry
1. Property ownership will be determined for approximately 6 properties by
obtaining data from the Collin County Appraisal District.
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2. Right -of -Entry request letters will be prepared for each of the parcels requiring
R.O.W or Easement Parcel Plats and Legal descriptions. Upon approval by
the City of Anna the letters will be mailed to the individual property owners.
3. A spreadsheet will be prepared to monitor the status of each right -of -entry
request.
C. Topographic Survey
1. Stations will be set on 100 foot intervals along the corridor.
2. Spot elevations will be taken on 100 foot cross-sections from apparent ROW
to apparent ROW.
3. The topographic survey will extend for a distance of 200 feet East and West
of the intersections of I.H. 75 and Anna High School.
4. Additional visible features (utilities, fire hydrants, mail boxes, power poles,
aerial crossings, driveways, and fences) will be located as well as any
additional spot shots needed to accurately plot one foot contours.
5. Locate visible evidence of utilities based on above ground, visible evidence of
utilities or utility markings placed by others. Flow line elevations of utilities will
be determined if accessible.
6. Cross section of the existing creek will be taken at the shadow line and at 50
foot intervals on each side of future West Rosamond Parkway for a distance
of 250 feet each side (a total of 12 cross sections).
7. The limits or outlines of tree areas will be tied. Trees 6" diameter and larger
will be tied.
8. Prepare an AutoCAD drawing of the topographic survey showing all features
tied and one foot contours.
D. Exclusions
The following items are excluded from this scope of services:
1. The resolution of any boundary conflicts observed during the course of the
survey.
2. The location of utilities by SUE services or any means other than described
above.
. �° CobbFendley
3. Performing a title search or abstracting any properties or easements.
4. Full construction staking services.
Task 3 - ROW Parcels, Permanent and Temporary Construction Easements
A. ROW and Easement Preparation
The following services will be provided in order to prepare a maximum of six
proposed ROW Parcel Exhibits, and a maximum of six Temporary Construction
Easement Exhibits and a maximum of six Permanent Easement Exhibits:
1. Copies of the deed and plats to the current property owners will be obtained
from the Collin County deed records based upon the ownership information
obtained as stated above.
2. Compile the deed and plats into a Working Sketch to be used to search for
property corners and in the final boundary analysis.
3. Existing property corners will be located.
4. A boundary analysis will be performed to determine the location of boundary
lines.
5. A Parcel Plat and Legal Description will be prepared for each required parcel
exhibit referenced above.
6. Property corners will be set for each parcel take, excluding the Permanent
Easements and Temporary Construction Easements.
7. From property corners found and research performed, determine the ROW
alignment for the entire corridor and show on the topographic drawings.
B. Exclusions
The following items are excluded from this scope of services:
1. The resolution of any boundary conflicts observed during the course of the
survey.
2. Performing a title search or abstracting any properties or easements.
Task 4 - Geotechnical Investigation and Pavement Desiqn
A. Project Description and Scope
.: `CobbFendley
The new pavement will likely comprise a new lime treated or aggregate base
subgrade with reinforced concrete pavement.
2. The object of the geotechnical investigation will be to obtain subsurface data
and develop pavement and earthwork recommendations for the roadway
improvements. All services provided will be performed in accordance with
generally accepted engineering standards prevailing at the time and in the
area that the work is performed.
B. Field Services
1. A total of four (4) borings for the roadway and two (2) borings for the creek
crossing will be drilled. The roadway borings will be drilled for the new
pavement along the proposed alignment to depths of 10 feet. Two (2) borings
will be drilled near the creek crossing to depths of 40 feet, or 20 feet into rock,
whichever is willower. The borings will be drilled and sampled using a truck-
mounted drilling rig.
2. Conventional tube or split -barrel (standard penetration test) samples will be
collected as appropriate for the soils encountered. The recovered subsurface
samples will be preserved and labeled as to the appropriate boring number
and depth in the field. These materials will be described in further detail in
the laboratory by a staff geologist or engineer. Groundwater, if observed, will
be recorded during and at the completion of drilling. The borings will be
backfilled with bentonite chips.
C. Laboratory Services
Selected laboratory testing of the obtained samples will be performed to evaluate
soil index properties, strength, volume change potential and other characteristics
of the subsurface materials and provide data for analysis. These tests include
but may not be limited to the following:
• Moisture content
• Atterberg limits
• Percent passing No. 200 mesh sieve
• Soluble Sulfate Testing
• Lime PI series
D. Engineering Analysis and Report
Data obtained from the field investigation, laboratory tests and past experience
will be used in the engineering analysis and development of recommendations.
Information to be provided includes the following:
• A plan of borings indicating the approximate location of each boring
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• A log of each boring with the boring number, depth of each stratum,
material description, soil classification with laboratory test results, and
groundwater information
• A discussion of subsurface soil and groundwater conditions, if
encountered
• A brief discussion of the site geology
• Estimates of expansive soil movement related to settlement and
expansive soils
• A brief discussion of previous construction activity
• Outline of the engineering properties of any existing fill
• Recommendations for subgrade preparation
• Earthwork recommendations, including material type(s) and backfill
requirements
• Pavement recommendations including pavement thickness, concrete
strength, rebar size, rebar spacing, joint spacing, subgrade treatment
and subgrade thickness.
• Recommendations for culvert or bridge support
• Electronic copy of the report.
Task 5 — Subsurface Utility Engineering
A. Level B - Subsurface Utility Engineering
Perform Level B Subsurface Utility Engineering designation of buried utilities
along the 5,800 linear foot corridor. Per a street view survey and a site visit,
anticipated utilities are as follows: water, gas, copper and fiber communication
cables, electric, gravity sewers, and CAN.
Designation involves the application of appropriate surface geophysical
methods to determine the existence and horizontal position of utilities within
the project limits. A variety of electromagnetic equipment will be used to
complete this process. CobbFendley will contact the 811 system to identify
utility owners. A request for utility records from owners identified will be made.
A not to scale color coded field sketch will be drafted by the designating crew
and will used as guide by surveyors when collecting the utility designation as
well as the CAD department compiling the data. This service does include the
location of gravity sewer. No approximate electronic depths from utility
locating equipment will be provided. Un -locatable lines will be depicted as per
records (Quality Level C or D) if available.
2. Limitations: Above ground geophysical techniques cannot guarantee that all
buried utility lines will be found. The results are dictated by soil conditions,
depth of utility's, material type, utility congestion, etc. CobbFendley will
exercise all reasonable and customary care in the performance of SUE
services. However, a possibility exists that some utilities may not be detected
on
A° CobbFendley
using standard SUE procedures as noted. While uncommon, utilities
possessing characteristics mentioned below can be missed while using the
standard SUE procedures:
• Utilities buried excessively deep, beyond detection limits of standard
locating equipment.
• Abandoned, inactive utilities and non-conductive utilities.
• Utilities with no apparent surface features and or no record drawings are
provided by the owner.
3. Notes and Assumptions:
• Any obstructions within the work area will be moved within 48 hours from
notification, including locked gates, parked cars, etc.
• Irrigation lines will not be traced out or mapped unless it is required to
confirm a target utility or an unknown conductor.
• Ground Penetrating Radar (GPR) will not be used in this investigation due
to the soil conditions in North Texas, which are typically not conducive to
this technology.
B. Level A - Subsurface Utility Engineering
1. Perform Level A Subsurface Utility Engineering locations on up to 6 individual
locations along the roadway corridor.
2. Level A SUE Locate means to obtain precise horizontal and vertical position,
material type, general condition, size and other data that may be obtainable
about the utility facility and its surrounding environment through exposure by
non-destructive excavation techniques.
3. Coordinate with utility owner inspectors as may be required by law or utility
owner policy.
4. Neatly cut and remove existing pavement material and or soil, in a 12" by 12"
square, unless unusual circumstances exist.
5. Measure and record the following data on an appropriately formatted test hole
data sheet.
a. Elevation of top and/or bottom (bottom elevation only applies to concrete
encased ducts) of utility tied to the datum of the furnished plan.
b. Elevation of existing grade over utility at test hole location.
c. Horizontal location referenced to project coordinate datum
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d. Approximate outside diameter of pipe or width of duct banks (if utility width
is attainable in one hole) and configuration of non-encased multi -conduit
systems.
e. General material type of the utility.
f. Pavement thickness and type.
g. Unusual circumstances or field conditions.
6. Back fill all excavations with material removed from the hole, compact backfill
by mechanical means, and restore pavement and or surface material.
7. Provide survey grade test hole data sheets and a scatter plot showing the
hole locations with X, Y and Z coordinates.
8. Plot utility location position information to scale on the utility mapping file. This
information will be provided in an applicable CAD format.
9. Notes and assumptions:
• All test holes will be accessible via vacuum excavation truck.
• Multiple holes may be required for large pipes or concrete encase duct
systems.
• Exploratory (those that no signal is attainable on) holes will be
coordinated with the client before excavation begins.
IV. DELIVERABLES
Task 1 — Design Services Two (2) 22x34 bond copy of design drawings
Two (2) 11x17 bond copy of design drawings
Preliminary Opinion of Probable Construction
Cost
The items above will be submitted at 30%, 60%,
90% and Final
Franchise utility contact letters (at 30%)
Opinion of Construction Cost (at 60%, 90% and
Final)
Project Specifications (at 60%, 90% and Final)
Bid Schedule (at 90% and Final)
Task 3 — ROW Parcels & Easements Legal metes and bounds description with
exhibits.
Task 4 — Geotechnical Geotechnical Report w/ soil borings and
pavement design recommendation.
on
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Task 5 — SUE Level B CAD files containing utility surface
locations
Level A Pothole sheets containing X, Y, & Z
coordinates and field sketch of utility location
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EXHIBIT B
COMPENSATION SCHEDULE
PROFESSIONAL ENGINEERING SERVICES AGREEMENT
BETWEEN THE CITY OF ANNA, TEXAS, AND
COBBFENDELY & ASSOCIATES, INC.
FOR PAVING & DRAINAGE IMPROVEMENTS FOR WEST ROSAMOND PARKWAY
FROM I.H. 75 TO ANNA HIGH SCHOOL
Basic Services (Lump Sum) Amount
Task 1 — Design Services $585,000
Task 2 — Topographic Field Surveying $14,300
Task 4 — Geotechnical Investigation $5,500
Total Basic Services: $604,800
Special Services
(Hourly/Per Each/Unit Price, Not to Exceed) Amount
Task 3 — ROW Parcels & Exhibits
— ROW Metes & Bounds
$35,400
(6 Parcels @$5,900 each)
$3,000
— Permanent Easement Exhibits
$12,600
(6 Parcels @$2,100 each)
$2,500
— Temporary Easement Exhibits
$9,000
(6 Parcels @$1,500 each)
— ROW Map
$7,500
Task 5 — Subsurface Utility Engineering
— Level B $11,300
— Level A $7,900
(5 holes up to 9 ft deep @ $1,580 ea)
Total Special Services: $83,700
Expenses
Amount
Mileage
$3,000
Reproduction
$2,500
Miscellaneous
$2,500
Total Expenses (Not to Exceed):
$8,000
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EXHIBIT C
COMPLETION SCHEDULE
PROFESSIONAL ENGINEERING SERVICES AGREEMENT
BETWEEN THE CITY OF ANNA, TEXAS, AND
COBBFENDELY & ASSOCIATES, INC.
FOR PAVING & DRAINAGE IMPROVEMENTS FOR WEST ROSAMOND PARKWAY
FROM I.H. 75 TO ANNA HIGH SCHOOL
Item
Completion Date
Notice to Proceed
October 2017
Task 1 — Design Services
March 2019
Task 2 — Topographic Field Surveying
December 2017
Task 3 — ROW Parcels & Exhibits
March 2019
Task 4 — Geotechnical Investigation
December 2017
Task 5 — Subsurface Utility Engineering
March 2019
City of Anna
West Rosamond Parkway Paving and Drainage Improvements
I.H. 75 to Anna High School
6 Lane Divided Ultimate Roadway in 120' ROW, 4 Lane Divided Now
OPINION OF PROBABLE CONSRUCTION COST
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Prepared By: PAC
Date: 5/17/2017
PAVING AND DRAINAGE IMPROVEMENTS
ITEM NO.
DESCRIPTION
QUANTITY
UNIT
UNIT PRICE
AMOUNT
PAVING IMPROVEMENTS
100
Mobilization
1
LS
$200,000
$200,000
101
Preparing Row Including Removing Trees, Fences, Etc..
58
STA
$2,000
$116,000
102
Remove Existing Driveway Pavement (All Depths)
224
SY
$10
$2,240
103
Remove Exist Storm Culverts (All Sizes)
8
EA
$500
$4,000
104
Remove Existing Street Signs
12
EA
$100
$1,200
105
Remove and Provide Temporary Mailboxes
1
EA
$200
$200
106
Remove and Reset Existing Brick Mailboxes
1
EA
$1,000
$1,000
107
Unclassified Street Excavation (Assumes No Rock)
11,048
CY
$17.50
$193,340
108
Compacted Earth Fill
5,524
CY
$20
$110,480
109
8" Reinf, Concrete Pavement - Roadways
40,052
SY
$50
$2,002,600
110
6" Reinf. Concrete Pavement - Driveways
112
SY
$50
$5,600
ill
6" Lime Stabilized Subgrade
40,081
SY
$4
$160,324
112
Lime
595
TN
$150
$89,250
113
6" Integral Curb
23,200
LF
$3
$69,600
114
6' Reinforced Sidewalk
46,400
SF
$4
$185,600
115
Install New Mailboxes
1
EA
$350
$350
116
Install New Street Signs
22
EA
$750
$16,500
117
Install New Pavement Markings
1
LS
$25,000
$25,000
118
Sodding of Median and Parkway
200,000
SY
$5
$1,000,000
119
Erosion Control
1
LS
$10,000
$10,000
120
Traffic Control
1
LS
$55,000
$55,000
STORM SEWER IMPROVEMENTS
200
18" RCP Storm Sewer
3789
LF
$80
$303,120
201
24" RCP Storm Sewer
1933
LF
$90
$173,970
202
30" RCP Storm Sewer
1933
LF
$100
$193,300
203
3-10'X5' Box Culvert
160
LF
$1,100
$176,000
204
10' Curb Inlet (Spaced One Every 300 -feet)
39
EA
$8,500
$331,500
205
"Y" Inlet
6
EA
$5,000
$30,000
206
Trench Safety & Support for Storm Sewer
7655
LF
$3
$22,965
207
Concrete Lined Drainage Channel
110
SY
$100
$11,000
20%
Sub Total
Contingency
Design
PROJECT TOTAL
$5,490,139
$1,098,028
$696,500
$7,284,667
Basis for Cost Projection:
0 No Design Completed
❑ Preliminary Design
❑ Final Design
The Engineer has no control over the cost of labor, materials, equipment, or over the Contractor's methods of determining prices or over competitive bidding or
market conditions. Opinions of probable costs provided herein are based on the information known to Engineer at this time and represent only the Engineer's
judgment as a design professional familiar with the construction industry. The Engineer cannot and does not guarantee that proposals, bids, or actual construction
costs will not very from its opinions of probable costs.
Forms provided by Texas Ethics Commission www.ethics.state.tx.us Version V1.0.6711
CERTIFICATE OF INTERESTED PARTIES
FORM 1295
1 of 1
Complete Nos. 1- 4 and 6 if there are interested parties.
OFFICE USE ONLY
Complete Nos. 1, 2, 3, 5, and 6 if there are no interested parties.
CERTIFICATION OF FILING
Certificate Number:
1
Name of business entity filing form, and the city, state and country of the business entity's place
of business.
2018-415173
Cobb, Fendley & Associates, Inc.
Frisco, TX United States
Date Filed:
10/16/2018
2
Name of governmental entity or state agency that is a party to the contract for which the form is
being filed.
City of Anna, Texas
Date Acknowledged:
3
Provide the identification number used by the governmental entity or state agency to track or identify the contract, and provide a
description of the services, goods, or other property to be provided under the contract.
316
Professional Engineering Services
4
Name of Interested Party
City, State, Country (place of business)
Nature of interest
(check applicable)
Controlling
I Intermediary
5
Check only if there is NO Interested Party.
X
6
UNSWORN DECLARATION
My name is Jennifer Taylor and my date of birth is 03/03/1976
My address is 2801 Network Boulevard, Suite 800 Fricso TX 75034 U.S.
(street) (city) (state) (zip code) (country)
I declare under penalty of perjury that the foregoing is true and correct.
Executed in Collin County, State of Texas on the 16 day of October 20 18
(month) (year)
Signature of authorized agent of contracting business entity
(Declarant)
Forms provided by Texas Ethics Commission www.ethics.state.tx.us Version V1.0.6711
Forms provided by Texas Ethics Commission www.ethics.state.tx.us Version V1.0.6711
CERTIFICATE OF INTERESTED PARTIES
FORM 1295
10f1
Complete Nos. 1- 4 and 6 if there are interested parties.
OFFICE USE ONLY
Complete Nos. 1, 2, 3, 5, and 6 if there are no interested parties,
CERTIFICATION OF FILING
Certificate Number:
1
Name of business entity filing form, and the city, state and country of the business entity's place
of business.
2018-415173
Cobb, Fendley & Associates, Inc.
Frisco, TX United States
Date Filed:
10/16/2018
2
Name of governmental entity or state agency that is a party to the contract for which the form is
being filed.
City of Anna, Texas
Date Acknowledged:
10/16/2018
3
Provide the identification number used by the governmental entity or state agency to track or identify the contract, and provide a
description of the services, goods, or other property to be provided under the contract.
316
Professional Engineering Services
4
Name of Interested Party
City, State, Country (place of business)
Nature of interest
(check applicable)
Controlling
Intermediary
5
Check only if there is NO Interested Party. ❑
X
6
UNSWORN DECLARATION
My name is and my date of birth is
My address is
(street) (city) (state) (zip code) (country)
I declare under penalty of perjury that the foregoing is true and correct.
Executed in County, State of on the day of , 20
(month) (year)
Signature of authorized agent of contracting business entity
(Declarant)
Forms provided by Texas Ethics Commission www.ethics.state.tx.us Version V1.0.6711