HomeMy WebLinkAboutContract 35765-A1 AMENDMENT NO. 1
STATE OF TEXAS S CITY SECRETARY CONTRACT NO. le -'AI
(MSC Needed)
COUNTY OF TARRANT S
WHEREAS, the City of Fort Worth (City) and Freese and Nichols,
Inc. (Engineer) made and entered into City Secretary Contract No. 35765
, (the Contract) which was authorized by the City Council by M&C C-22323
on the 21st day of August 2007; and
WHEREAS, the Contract involves engineering services for the
following project: Drainage Study for Meacham Boulevard/Mark IV Parkway
Drainage Improvements, Storm Water Utility Project No. P228-2022800666,
City Project No. 00666: DOE No. 5689
WHEREAS, it has become necessary to execute Amendment No. 1 to
said Contract to include an increased scope of work and revised maximum
fee;
NOW THEREFORE, City and Engineer, acting herein by and through
their duly authorized representatives, enter into the following
agreement which amends the Contract:
1.
Article I, of the Contract is amended to include the additional
engineering services specified in a proposal letter dated February 24,
2009, copies of which are both attached hereto and incorporated herein.
The cost to City for the additional services to be performed by Engineer
total $170,020.00.
2.
Article II, of the Contract is amended to provide for an increase
in the maximum fee to be paid to Engineer for all work and services
performed under the Contract, as amended, so that the total fee paid by
the City for all work and services shall not exceed the sum of
$238,875.00.
3.
All other provisions of the Contract which are not expressly
amended herein shall remain in full force and effect.
L
AL RECORD ORIGINAL
�EyCPXTARRV 04 2-09 A �o:�� ire
ORTH, X
EXECUTED on this the 4Ad` day of _ 2009, in Fort
Worth, Tarrant County, Texas.
ATTEST:
Contract _A_,)71-
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Marty HendrQx Da
City Secretary
APPROVAL RECOMMMMED: APPROVED:
William . Ver st, P.E. Fernando Costa
Director, Department of Assistant City Manager
Transportation and Public Works
Freese and Nichols, Inc.
Engineer
By:
�� (2<,
Name: Robert F.Pence, P.E. , BCEE
President, C.E.O.
4055 International Plaza, Suite 200
Fort Worth, Texas 76109
APPROVED A TO FO L ITY:
Assistant Cit Atfiorney
OFFICIAL RECORD
CITY SECRETARY
FT.WORTH,TX
Freese
NiC h s, Inc. Engineers Environmental Scientists Architects
405> hA"Inationat N"' Suitt° 100 foci \North, TeAIS 76109 817 1i5-1 iU0 811 135-1491 ('IX ,vJieese.uun
February 24, 20 ,
Ms. Dena Johnson, PE
Engineering Manager
City of Fort Worth Department of Transportation and Public Works
1000 Throckmorton Street
Fort Worth, Texas 76102
RE: FUTURE STORM DRAIN AND CHANNEL IMPROVEMENTS AT MEACHAM
BOULEVARD, MARK IV PARKWAY, AND FRANKLIN DRIVE PROJECT NO. 00666
Dear Ms. Johnson:
The following is a summary of additional work rerequested for the follow-up design and
study of improvements identified in the original contract. A brief description of the
amended services is included below.
The project design includes approximately 1700 linear feet of channel improvements to
an unnamed tributary to Little Fossil Creek and 320 linear feet of box culvert
improvements at Meacham Boulevard. In addition the existing storm drain systems will
be studied along Franklin Drive, Mark IV Parkway, and Meacham Boulevard west of Mark
IV Boulevard.
The original contract amount was for $68,855.00. The contract amount for the
additional services is included in Amendment No. 1 as $170,020.00, bringing the total
contract amount to $238,875.00.
Attached are attachments and exhibits detailing the scope and fee.
We look forward to working with you on this project. Please do not hesitate to contact
me at 817.735.7460 or sfb anfreese.com with any questions or comments.
Sincerely,
Freese an hots, Inc.
Scott Berman, PE, CFM
Attachments
cc: '_Michael Owen, Carlon Small, Bryan Jann
T:F,Fort Worth'Q\IeachamlMeacham-SFB''S1eacham Cover Letter-SFB.doc
EXHIBIT "A-1"
SUPPLEMENTAL SCOPE OF SERVICES
(SUPPLEMENT TO AMENDMENT NO. 1)
PROFESSIONAL SERVICES: FUTURE STORM DRAIN AND CHANNEL IMPROVEMENTS AT
MEACHAM BOULEVARD, MARK IV PARKWAY,AND FRANKLIN DRIVE
CITY PROJECT NO. 00666
The following is a clarification of the tasks that the ENGINEER will perform under ATTACHMENT
"A". Work under this attachment includes the preparation of a drainage study and design for the
project areas described below and shown graphically on Attachment E-1.
The project area shown on Attachment E-1 includes approximately 1700 linear feet of
channel improvements to an unnamed tributary to Little Fossil Creek (LFC) and 320 linear
feet of box culvert improvements at Meacham Boulevard. in addition the existing storm
drain systems will be studied along Franklin Drive, Mark IV Parkway, and Meacham
Boulevard west of Mark IV.
Upon receipt of notice to proceed, the ENGINEER will perform the following tasks:
A. Perform study for future storm drainage improvements along Mark IV Parkway,
Meacham Boulevard, and Franklin Drive. Analyze the existing systems, identify
system exceedance, and recommend future improvements.
B. Perform engineering design to replace culvert under Meacham Boulevard and
improved channels as shown on Attachment E-1.
PART A— FUTURE STORM DRAINAGE IMPROVEMENTS
1. Data Collection
Perform one (1) engineering field visit to the study area to document storm drainage
infrastructure with photographs and sketches, taking note of condition of above-ground
features. Verify storm drainage features against construction plans.
2. Hydraulic Analysis
a. Using fully-developed Rational Method hydrology developed under the original
EXHIBIT Al-1
Rev 5/18/04
CONTRACT, create a StormCAD model of the existing storm drainage systems
along Franklin Drive, Mark IV Parkway, and Meacham Boulevard west of Mark IV.
b. Coordinate with City staff to develop a conceptual solution to alleviate future street
flood i g. Prepare a proposed condition model for the improvements.
C. Prep re an Opinion of Probable Construction Cost for the proposed improvements.
3. Project Development and Deliverables
a. Prepare a report documenting the proposed improvements. The report shall be an
update to the existing report developed under the original CONTRACT. The
supplemental information shall include the following deliverables.
i. Exhibits, tables, cost opinion, models, and description for the proposed
improvements.
ii. Final deliverable shall include five (5) hard copies and electronic versions of
the updated report, as well as GIS mapping of the preliminary alignment
and sizes of the proposed improvements.
b. Conduct up to two (2) project status meetings with the CITY. Meetings shall be
used to update CITY as to status of Part A and to gain CITY comments on the
proposed improvements, OPCC, and report.
C. Prepare monthly updates to CITY identifying work accomplished, deadlines for the
upcoming month, outstanding issues that need immediate attention, and updates
to the project schedule, if necessary.
PART B— DESIGN OF CULVERT AND CHANNEL IMPROVEMENTS
1. Pre-Engineering
a. Pre-Design Coordination Meetings
ENGINEER will attend and document meetings, as required, to discuss and
coordinate various aspects of the project and to ensure that the project stays on
schedule. For purposes of establishing a level of comfort, two (2) meetings are
anticipated. These include the following:
i. One (1) pre-design kick-off meeting, (including the CITY's Transportation
and Public Works department that is impacted by the project).
EXHIBIT A1-2
Rev 5/18/04
ii. One (1) review meeting at completion of the City's review of the conceptual
engineering plans.
b. Data Collection
In addition to data obtained from the City, ENGINEER will research and make
efforts to obtain pertinent information to aid in coordination of the proposed
improvements with any planned future improvements that may influence the
project. ENGINEER will also identify and seek to obtain data for existing conditions
that may impact the project including; utilities, City Master plans, CITY drainage
complaint files, existing applicable drainage studies and property ownership as
available from the Tax Assessor's office.
C. Coordination with Other Agencies
During the concept phase the ENGINEER shall coordinate with all utilities,
including utilities owned by the City, TxDOT and railroads. These entities shall also
be contacted if applicable, to determine plans for any proposed facilities or
adjustment to existing facilities within the project limits. The information obtained
shall be shown on the concept plans. The ENGINEER shall show the location of
the proposed utility lines, existing utility lines and any adjustments and/or relocation
of the existing lines within the project limits. ENGINEER shall complete all forms
necessary for City to obtain permit letters from TxDOT and railroads and submit
such forms to the City. City shall be responsible for forwarding the forms to the
affected agencies for execution.
d. Schedule Submittal and Monthly Progress Report
The ENGINEER shall submit a project schedule after the design contract is fully
executed. The schedule shall be updated and submitted to the CITY along with
monthly progress reports as required under Attachment B of the contract.
2. Conceptual Engineering
a. Surveys for Design
ENGINEER will perform field surveys to collect horizontal and vertical elevations
EXHIBIT A1-3
Rev 5/18/04
and other information needed by ENGINEER in design and preparation of plans for
the project. Information gathered during the survey shall include topographic data,
elevations of all sanitary and adjacent storm sewers, rim(nvert elevations, location
of buried utilities, structures, and other features relevant to the final plan sheets.
Existing drainage at intersections will be verified by field surveys. Spot elevations
will be shown on intersection layouts with cross slope to fit intersecting grade lines.
All plans, field notes, plats, maps, legal descriptions, or other specified documents
prepared in conjunction with the requested services shall be provided in a digital
format compatible with the electronic data collection and computer aided design
and drafting software currently in use by the Department of Engineering. All text
data such as plan and profile, legal descriptions, coordinate files, cut sheets, etc.,
shall be provided in the American Standard Code for Information Interchange
(ASCII) format, and all drawing files shall be provided in Autocad (DWG or DXF)
format (currently Release 12), or as otherwise approved in writing by the CITY, and
all data collected and generated during the course of the project shall become the
property of the CITY.
The minimum survey information to be provided on the plans shall include the
following:
i. A Project Control Sheet, showing ALL Control Points, used or set while
gathering data. Generally on a scale of not less than 1:400:
ii. The following information about each Control Point;
a. Identified (Existing. City Monument#8901, PK Nail, 5/8" Iron Rod)
b. X, Y and Z Coordinates, in an identified coordinate system, and a
referred bearing base. Z coordinate on City Datum only.
c. Descriptive Location (Ex. Set in the centerline of the inlet in the South
curb line of North Side Drive at the East end of radius at the Southeast
comer of North Side Drive and North Main Street).
iii. Coordinates on all P.C.'s, P.T.'s, P.I.'s, Manholes, Valves, etc., in the same
coordinate system,as the Control.
EXHIBIT A1-4
Rev 5/18/04
iv. No less than two horizontal bench marks, per line or location.
V. Bearings given on all proposed centerlines, or baselines.
vi. Station equations relating utilities to paving, when appropriate.
vii. Level B SUE
ENGINEER will perform Level B subsurface utility engineering (SUE).
Provide horizontal location (Designating, Quality Level B) of existing
utilities in the defined work area by means of electronic geophysical
prospecting within approximately one foot.
b. Public Notification
Prior to conducting design survey, ENGINEER will notify affected residents of the
project and obtain Right-of-Entry on private property with a notification letter. The
notification letter shall be on company letterhead and shall include the following:
project name limits DOE project No., Consultant's Project Manager and phone
no., scope of survey work and design survey schedule. The letter will be
reviewed and approved by the City prior to distribution.
C. Drainage Computations
ENGINEER will review and document the storm water watershed drainage runoff
area and existing street, right-of-way and storm sewer capacities for the subject
site. A drainage area map will be drawn at 1" = 200' scale from available contour
maps. Calculations regarding street and right-of-way capacities and design
discharges (5-year and 100-year frequencies) at selected critical locations will be
provided. Capacities of existing storm drain will be calculated and shown. The
ENGINEER's responsibility includes recommendations for improvements of the
existing system as deemed reasonable and consistent with City standards.
d. Conceptual Engineering Plan Submittal
i. Conceptual plans shall be submitted to City 90 days after Notice to
Proceed Letter is issued.
EXHIBIT A1-5
Rev 5/18/04
ii. The ENGINEER shall furnish four (4) copies of the Phase 1 concept
engineering plans which include layouts, preliminary right-of-way needs and
cost estimates for the ENGINEER's recommended plan. The ENGINEER
shall also evaluate the phasing of the water, sanitary sewer, street and
drainage work, and shall submit such evaluation in writing to the City as a
part of the concept phase of the project.
e. Environmental Services
A pre-construction notification under NWP 14 will be prepared for the project and
submitted to the USACE. Although the project may only have minor impacts, the
NWP submittal must detail the planning process and provide compensatory
mitigation for unavoidable impacts to jurisdictional waters of the United States. The
Section 404 PCN submittal will include:
i. Description of the proposed action,
ii. Description of the site, including a delineation of the waters of the US,
iii. Alternatives analysis,
iv. Description of the projects avoidance and minimization efforts,
V. Quantitative and qualitative description of unavoidable impacts, and
vi. Description of the proposed conceptual mitigation.
3. Preliminary Engineering
Upon approval of Part B, Paragraph 2 (d), ENGINEER will prepare construction plans as
follows:
a. Drainage area maps with drainage calculations and hydraulic computations.
Information shown on the plans will be consistent with Part B, Paragraph 2 (a).
for proposed condition.
b. Preliminary project plans and profile sheets which will show the following and shall
be on 22" x 34" sheets:
i. Property Ownership
ii. Curb Lines
iii. Driveways
iv. Medians (if applicable)
EXHIBIT A1-6
Rev 5/1B/04
V. Sidewalks
vi. Existing and proposed water and sanitary sewer mains.
C. Proposed roadway profile grades and elevations along each curb line; elevations at
all p.v.i.'s; pYs half stations; high and low points; vertical curve information; and
pertinent AASHTO calculations. Profiles for existing curbs (if any) and existing
ground at the left and right-of-way lines shall be shown. Existing found property
comers (e.g. Iron pins) , along the existing right-of-way shall be shown on the
plans. Profiles for existing and proposed storm drain mains and leads shall be
provided.
d. Existing utilities and utility easements will be shown on the roadway plan and
profile sheets. ENGINEER will coordinate with utility companies and the City of Fort
Worth to ascertain what, if any, future improvements are planned that may impact
the project.
e. Preliminary roadway cross-sections will be developed, from the survey notes, at
intervals not-to-exceed 50 foot along the project length and will extend 10' past the
right of way line on both sides of the street. Additional cross-sections at important
features including driveways, pJ.'s of intersecting streets, (minimum distance of
100' along cross-street at each P.I.) walks, retaining walls, etc., will also be
provided. Profiles of centerline of driveways will also be provided where necessary.
Scale will be 1" = 10' horizontal and 1" = 2' vertical.
f. Street and intersection layouts.
g. Proposed plan/profile sheets will conform to City of Fort Worth construction legend.
Adequate horizontal and vertical control shall be provided on the plan sheets to
locate all proposed and existing facilities. Legal descriptions (Lot Nos., Block Nos.,
and Addition Names) along with property ownership shall be provided on the plan
view.
h. Furnish as a function of final plans, six (6) copies of the final cross-sections on 22"
x 34" sheets. Information on these sheets will include centerline station, profile
grades and centerline elevations, roadway section (existing and proposed), right-
of-way limits. Scale will be 1" = 20' horizontal and 1" = 2' vertical with cross
sections plotted with stationing from the bottom of the sheet, and will include
laterals and inlets. CITY policy with regard to parking design shall be maintained.
EXHIBIT A1-7
Rev 5/18/04
Excavation and embankment volumes and end area computations shall also be
provided.
i. Right-of-Way Research
i. The ENGINEER will conduct preliminary research for availability of existing
easements where open-cut construction or relocation of existing alignments
is probable. Temporary and permanent easements will be appropriated
based on available information and recommendations will be made for
approval by the City.
ii. A total of four (4) permanent and four (4) temporary construction
easements are anticipated for this project.
j. Right-of-way/Easement Preparation and Submittal
Preparation and submittal of right-of-way, easements and rights-of-entry will be in
conformance with "Submittal of Information to Real Property Division for Acquisition
of Property".
k. Utility Clearance Phase
i. The ENGINEER will consult with the City's Transportation and Public
Works Department, Water Department, and other CITY departments,
public utilities, private utilities, private utilities and government agencies to
determine the approximate location of above and underground utilities,
and other facilities that have an impact or influence on the project.
ENGINEER will design City facilities to avoid or minimize conflicts with
existing utilities.
ii. The ENGINEER shall deliver a minimum of 13 sets of approved preliminary
construction plans to the City's Utility Coordinator for forwarding to all utility
companies, which have facilities within the limits of the project.
1. Preliminary Construction Plan Submittal
i. Preliminary construction plans and specifications shall be submitted to
CITY 90 days after approval of Part B, Paragraph 2 (d).
EXHIBIT Al-B
Rev 5/18/04
ii. The ENGINEER shall deliver two (2) sets of preliminary construction plans
and two (2) specifications to CITY for review. Generally, plan sheets shall
be organized as follows:
a. Cover Sheet
b. General Layout and Legend Sheet
C. Drainage Area Map and Computations
d. Plan & Profile Sheets
e. Standard Construction Details
f. Special Details (If applicable)
iii. ENGINEER shall submit a preliminary estimate of probable construction
cost with the preliminary plans submitted. Engineer shall assist City in
selecting the feasible and or economical solutions to be pursued.
M. Review Meeting with City
The ENGINEER shall meet with CITY to discuss review comments for preliminary
submittal. The CITY shall direct the ENGINEER in writing to proceed with Final
Design for Final Review.
n. Public Meeting
After the preliminary plans have been reviewed and approved by the City, the
ENGINEER shall prepare project exhibits, provide the CITY with the database
listing the names and addresses of all residents and business to be affected by the
proposed project, mail the invitation letters to the affected customers, and attend
public meeting to help explain the proposed project to residents. The CITY shall
select and reserve a suitable location for the public meeting.
4. Final Construction Plan Submittal
a. Final Construction Documents shall be submitted to CITY 50 days after approval
of Part B, Paragraph 3 (1).
Following CITY approval of the recommended improvements, the ENGINEER shall
prepare final plans and specifications and contract documents to CITY (each plan
sheet shall be stamped, dated, and signed by the ENGINEER registered in State of
EXHIBIT A1-9
Rev 5/18/04
Texas) and submit two (2) sets of plans and construction contract documents
within 15 days of CITY's final approval. Plan sets shall be used for Part 5 activities.
b. ENGINEER's Estimate of Probable Construction Cost
The ENGINEER shall submit a final estimate of probable construction cost with the
final plans submitted.
5. Pre-Construction Assistance
a. Bid Documents Submittal
The ENGINEER will upload the final approved and dated plans and specifications
and contract documents for the project to Buzzsaw for bidding purposes.
Documents will be provided in electronic format.
b. Bidding Assistance
The ENGINEER shall assist the CITY during this phase including preparation and
delivery of any additional addenda prior to bid opening to plan holders and respond
to questions submitted to DOE by prospective bidders. Engineer shall attend the
scheduled pre-bid conference.
The ENGINEER shall assist in reviewing the bids for completeness and accuracy.
The ENGINEER shall attend the project bid opening, develop bid tabulations in
hard copy and electronic format and return four (4) copies of the bid tabulation,
along with the contract documents to the City within three (3)working days after bid
openings.
C. Assistance During Construction
The ENGINEER shall attend the pre-construction conference for the project. The
ENGINEER shall also consult with and advise the CITY on design and/or
construction changes, if necessary.
The ENGINEER will make available up to twenty (20) sets of final approved and
dated plans and specifications and contract documents for the project for the use of
the contractor and City construction personnel.
EXHIBIT Al-10
Rev 5/18/04
ATTACHMENT "B"
(SUPPLEMENT TO AMENDMENT NO. 1)
FUTURE STORM DRAIN AND CHANNEL IMPROVEMENTS AT MEACHAM
BOULEVARD, MARK IV PARKWAY, AND FRANKLIN DRIVE
CITY PROJECT NO. 00666
I. Compensation
A. The Engineer shall be compensated a total lump sum fee of $ 170,020 as
summarized in Exhibit "13-3". Payment of the total lump sum fee shall be
considered full compensation for the services described in Exhibit "A-1" and for
all labor materials, supplies, and equipment necessary to complete the project.
All permitting, application and similar fees will be paid directly by the City.
B. The Engineer shall be paid in monthly partial payments as described in Exhibit
"13-1", Section 1 — Method of Payment.
C. Each invoice is to be verified as to its accuracy and compliance with the terms of
this contract by an officer of the Engineer.
II. Schedule (Working Days) — Refer to Attachment D for the complete schedule.
A. Concept plans (Part B) shall be submitted within 90 working days after the
"Notice to Proceed" letter is issued.
B. Preliminary report (Part A) and preliminary plans (Part B) shall be submitted
within 90 working days after approval of the concept plans.
C. Final report (Part A) and final plans (Part B) shall be submitted with 50
working days after approval of the preliminary report and plans.
Attachment B-1
EXHIBIT "B-1"
(SUPPLEMENT TO ATTACHMENT B)
FUTURE STORM DRAIN AND CHANNEL IMPROVEMENTS AT MEACHAM
BOULEVARD, MARK IV PARKWAY, AND FRANKLIN DRIVE
CITY PROJECT NO. 00666
I. Method of Payment
Partial payment shall be made to the ENGINEER monthly upon City's approval of an
invoice from the ENGINEER outlining the estimated current percent complete of the
total project.
The aggregate of such monthly partial fee payments shall not exceed the following:
Until delivery of the concept plans, a sum not to exceed 30 percent of the total lump
sum fee.
Until delivery of the preliminary report and plans, a sum not to exceed 60 percent of
the total lump sum fee.
Until delivery of the final report and plans, a sum not to exceed 90 percent of the
total lump sum fee.
The balance of fee, less previous payments, shall be payable after approval of the
final plans by the City.
II. Progress Reports
A. The ENGINEER shall submit to the designated representative of the Director of
the Department of Transportation and Public Works monthly progress reports
covering all phases of the study in the format required by the City.
Exhibit B-1-1
EXHIBIT'B-2"
HOURLY RATE SCHEDULE
Compensation to Freese and Nichols shall be based on the following Schedule of Charges:
Schedule of Charges.
Position -MU
PRINICIPAL 174.W 346.30
SENIOR CONSULTANT 177,49 232.96
GROUP MANAGER 163.10 236.71
ENGINEER All 190.73 247.44
ENGINEER VII 170.62 217.23
ENGINEER A 140.39 197.57
ENGINEER V 115.73 151.53
ENGINEER IV 99.07 136.34
ENGINEER 111 88.71 123.85
ENGINEER II 80.41 101.87
ENGINEER I 76.73 101.D5
ELECTRICAL ENGINEER V 127.99 157.98
ELECTRICAL ENGINEER IV 9E68 125.57
ELECTRICAL ENGINEER II 75.49 99.08
ELECTRICAL ENGINEER 1 62.15 94.45
MECHANICAL ENGINEER A 133.92 17518
MECHANICAL ENGINEER V 113.82 149.39
MECHANICAL ENGINEER IV 90.66 119,DO
MECHANICAL ENGINEER 11 74.14 97,31
DISCIPLINE LEADER 1 111.38 146,15
DISCIPLINE LEADER II 157.36 208.54
SENIOR RESIDENT REPRESENTATI 113.12 18U66
PROGRAM MANAGER 11 115.53 151,63
PROGRAM ADMINISTRATOR 123.13 153.91
CONSTRUCTION CONTRACT ADMIT 100.73 180,66
CONSTRUCTION CONTRACT ADMIT 70.00 133.66
CONSTRUCTION CONTRACT ADMIT 59.89 85.38
DOCUMENT CONTROL CLERK 50.Dg 65.75
SR DESIGNER 11Z64 147.85
DESIGNER II 99.40 133.95
DESIGNER 1 77.56 101.80
CADD DESIGNER 93.72 129.98
ENGINEERING TECHNOLOGIST 1 54.85 71.99
TECHNICIAN IV 74.Dg 113.15
TECHNICIAN 111 69.16 100.07
TECHNICIAN II 52.02 68.28
TECHNICIAN I 41.D6 64.51
GIS COORDINATOR 84.81 111.32
GIS ANALYST it 62.44 85.22
GIS ANALYST 1 80.51 79.42
30 VISUALIZATION COORDINATOR 85.66 113.74
ENVIRONMENTAL SCIENTIST A 132.13 173.42
ENVIRONMENTAL SCIENTIST V 103.80 139.98
ENVIRONMENTAL SCIENTIST V 84.85 111.36
ENVIRONMENTAL SCIENTIST IV 81.16 105.52
ENVIRONMENTAL SCIENTIST it 73.78 112.42
ENVIRONMENTAL SCIENTIST I 54.19 75.62
ENVIRONMENTAL SCIENTIST I 49.56 65.12
ARCHITECT V 117.26 157.99
ARCHITECT IV 83.55 109.67
ARCHITECT III 80.88 105.13
ARCHITECT 11 B0.70 79.67
PLANNER IV 99.51 130.61
HYDROLOGIST A 109.40 143.58
HYDROLOGIST V 10008 136.60
HYDROLOGIST IV 82.63 108.45
HYDROLOGIST 111 72.55 W.74
HYDROLOGIST If 62.66 8225
GEOTECHNICAL ENGINEER A 140.62 184.56
SENIOR GEOLOGIST 102.90 135.06
PUBLIC INVOLVEMENT COORDINAI 78.47 102.83
WEB SERVICES ADMINISTRATOR 86.66 113.74
WORD PROCESSINGISECRETARIAI 51.63 75,89
OPERATIONS ANALYST 81.79 123.15
CONTRACT ADMINISTRATOR 65.30 a5.70
INFORMATION SERVICES ADMINISI 43.BB 57.59
INFORMATION SERVICES CLERK 29.51 48.07
CO-OP 40.25 59.90
The ranges and indMduW salaries will be adjusted annually.
RATES FOR INHOUSE SERVICECalcS
Computer and CAD bond Pt~
S per hour a��
Other
Color
Print Shop
a leePrinting $0.50 per single side copy
51.00 per double side copy
&ads.and White Copies and Printing $0.10 per single side mpy
$0.20 per double side copy
Binding $5.75 per book
Testing Apparatus
Density Meter $7DD.D0 per month
Gas Detection $20.DO per test
OTHER DIRECT EXPENSES
Other direct expenses are reimbursed at actual cost times a multiplier of 1.10. They include outside printing and reproduction expense,communication expense,travel,
transportation and subsistence away from Fort Worth,and other miscellaneous expenses directly related to the work,including costs of laboratory analysis,tests,and
other work required to be done by independent person other than staff members.
ggp:3502-"
EXHIBIT "B-3"
(SUPPLEMENT TO ATTACHMENT B)
SUMMARY OF TOTAL PROJECT FEES
Engineering Services Associated with
FUTURE STORM DRAIN AND CHANNEL IMPROVEMENTS AT MEACHAM BOULEVARD,
MARK IV PARKWAY, AND FRANKLIN DRIVE
CITY PROJECT NO. 00666
Consulting Firm Prime Responsibility Amount Percent
Prime Consultant:
Freese & Nichols, Inc. Engineering & Proj. Mgmt. $ 133,120 78.3%
M/WBE Consultants:
Gorrondana Survey $ 12,000 7.1%
Gorrondana SUE (Level B) $ 2,500 1.5%
Gorrondana Easements $ 4,400 2.6%
(4 Perm. at $700 and 4 Temp. at$400)
IES Environmental Services $ 18,000 10.6%
Total for Professional Services $ 170,020 100.0%
Note: Non-MNIIBE Consultants—None.
Project Description Scope of Services Total Fee M/WBE Fee Percent
Engineering Services Study & Design $ 170,020 $ 36,900 21.7%
City M/WBE Goal = 21%
B3-1
EXHIBIT "B-3A"
(SUPPLEMENT TO ATTACHMENT B)
SUMMARY OF TOTAL FEE AND BREAKDOWN OF DESIGN FEE (LESS SURVEY FEE)
Engineering Services Associated with
FUTURE STORM DRAIN AND CHANNEL IMPROVEMENTS AT MEACHAM BOULEVARD,
MARK IV PARKWAY, AND FRANKLIN DRIVE
CITY PROJECT NO. 00666
A. SUMMARY OF TOTAL FEE
Service Description Total
Basic Engineering $97,470.00
Services
Additional Engineering
$60,550.00
Services
Engineering Subtotal $158,020.00
Surveying Services $12,000.00
Project Total $170,020.00
B. BREAKDOWN OF ENGINEERING FEES (LESS SURVEY FEES)
1. Total Fee (less survey feel Breakdown by Conceptual, Preliminary & Final Submittals
a. Conceptual (30%) _ (Engineering Subtotal) X (0.3) _ $ 47,406.00
b. Preliminary (60%) _ (Engineering Subtotal) X (0.6) _ $ 94,812.00
c. Final (10%) _ (Engineering Subtotal) X (0.1) _ $ 15,802.00
$ 158,020.00
B3A-1
EXHIBIT "13-313"
(SUPPLEMENT TO ATTACHMENT B)
PROFESSIONAL SERVICES FEE SUMMARY
Engineering Design Services Associated with
FUTURE STORM DRAIN AND CHANNEL IMPROVEMENTS AT MEACHAM BOULEVARD,
MARK IV PARKWAY, AND FRANKLIN DRIVE
CITY PROJECT NO. 00666
BASIC ENGINEERING FEE:
Storm Drainage Study = $28,310.00
Engineering Design Services = $69,160.00
- 0.85*FEE CURVE*OPCC (0.85*0.075"$1.079M)
Basic Engineering Total $97,470.00
ADDITIONAL SERVICES:
Surveying Services = $ 12,000.00
- Printing/Reproduction = $ 3,310.00
- Status Meetings with City Staff (4 meetings) _ $ 4,330.00
- Monthly Reports/Coordination with City PM = $ 1,160.00
- Bid Phase Services = $ 9,160.00
- Environmental Services = $ 18,000.00
- Storm Water Pollution Prevention Plan = $ 4,000.00
- SUE _ $ 2,500.00
- Permament and Temporary Construction Easements = $ 4,400.00
(4 Perm. at$700 and 4 Temp. at $400)
- Geotechnical Services (2 borings) = $ 5,000.00
- Public Meeting = $ 5,000.00
-Administrative Fee (10%) on M/WBE Firms = $ 3,690,00
Additional Services Total: $ 72,550.00
B3B-1
EXHIBIT"B-3C"
(SUPPLEMENT TO ATTACHMENT B)
BREAKDOWN OF PROJECT TASKS AND ESTIMATED LABOR HOURS
FUTURE STORM DRAIN AND CHANNEL IMPROVEMENTS AT MEACHAM BOULEVARD,
MARK TV PARKWAY,AND FRANK LIN DRIVE
CITY PROJECT NO.OV"
rnN TASK DISCUq-1NE PROJECT DESIGN GIS OR WORD
0 BASIC SERVICES LEADER MANAGER ENGPJFER CADD 71WH PROCESSOR TOTAL
RMIRS ".m Hm HOURS moon Haulm COST
77.7
=777777777=
I Review Previous study and base map LD 40 40 9.0 S996
2 Field lmesbpam 2.0 4.9 40 10.0 S1,141
3 Develop=3stmg conditions hydraulic model 4.0 48,0 52.0 $6,514
4 Develop proposed conditions hydraulic mDda) 2.0 40 48,0 54.O $6,929
5 Report,ExImbits,and OPCC 9.0 32.0 49.0 160 R&D Sl(),591
6 QA/QC 2.0 4,0 1 6.0 96 1 $9
1 Coordination wl City Sluff(Up to 2 meetings) 2.0 60 4.O 4.0 ]6.O S2j37
Subtotal 6.0 28.0 136.0 56.01 16.01 2-16,01 S28.308
ADDITIONAL SERVICES
7:
KS ION.."kew-cr . .. .................. ........
I Coordmation.1 City Staff(Up to 4 meetings) 60 110 8.040 iao S4,334
Moodily Project Updates 9,0 9,0 $1,162
2 F23 Public Meeting 2.0 4.0 16.0 16 0 8.0 39.0 S4,998
Subtotal 8,0 24.0 24.0 V.0 8.0 76.0 SM494
..........
iiw�t�6tbcT ON
I Prepare and upload Bid Drawings 8.0 40 lio 5046
2 Pre-Bid Meeting 2.0 4.0 6.0 S1,000
3 Attend Bid Opmmg 2.0 4.0 6,0 SI,DDO
4 Tabulate Bids 3.0 4.0 7.0 S930
5 Reccanmend Contract Award 2.0 4.0 &0 SI,DDO
6 Ahead Pm�.anstructioaMeeting 4.0 40 so $1,090
7 Periodic Sine Visits with Brief Repon 2.0 8.0 2.0 110 $1,120
8 Final Walk Through 2,0 40 6.0 $1,000
Subtotal 10.0 31.0 19.0 4.01 0.0 63.0 S9,160
PERMITTING PERMITTING PERMITTING GLS OR I
SPECIALIST TV SPMkUST D SPECIALIST I I CADD TECH I
ETTWCED Hm m5T
V."- 019M1N7Irikt i
...............
Prepmu,stion of PCN Submittal
Project Description 10 9.0 9.0 19.0 $1,500
2 site Desa"m 2.0 4,0 9.0 4.0 18.0 SI,420
3 Alternatives ArAms 20 &0 1'0 19.0 SI'500
4 AvoidxomMmunizoon Descriptim 2.0 8.0 9.0 19.0 S1500
5 Irnpact Description 2.0 8.0 8.0 18.0 SI'500
6 Nfifigoom Plan to 160 10.0 8.052.0 S4,400
7 Coordination with USACE as necessary 6.01 32�0 1401 221.Dj 74,01 S5,860
1 o
8 Expenses
Subtotal 24.01 94,011 32.01 66.01 0.0j 216.0
EXHIBIT "13-313"
(SUPPLEMENT TO ATTACHMENT B)
FEES FOR SURVEYING SERVICES
Engineering Design Services Associated with
FUTURE STORM DRAIN AND CHANNEL IMPROVEMENTS AT MEACHAM BOULEVARD,
MARK IV PARKWAY, AND FRANKLIN DRIVE
CITY PROJECT NO. 00666
Surveying Services:
2000 Linear Feet Channel Survey at $61LF = $ 12,000.00
- Topographic survey includes 1,700 LF of channel cross-sections
extending 25 feet left and right of the proposed channel centerline,
taken at 50-foot intervals and at all grade breaks.
- Topographic survey also covers 320 LF box culverts at
Meacham Blvd, and includes all existing roadway, utility,
and other surface features listed in Exhibit A-1.
Survey Total $ 12,000.00
B3D-1
EXHIBIT "B-3E"
(SUPPLEMENT TO ATTACHMENT B)
PRINTING / REPRODUCTION
Engineering Design Services Associated with
FUTURE STORM DRAIN AND CHANNEL IMPROVEMENTS AT MEACHAM BOULEVARD,
MARK IV PARKWAY, AND FRANKLIN DRIVE
CITY PROJECT NO. 00666
Printing Cost:
Description No. Sets Sheets/Set Cost/Sheet Total Cost
Study
Preliminary Report 5 35 $ 0.25 $ 43.75
Preliminary Exhibits 5 4 $ 20.00 $ 400.00
Final Report 10 35 $ 0.25 $ 87.50
Final Exhibits 10 4 $ 20.00 $ 800.00
Study Total $ 1,330.00
Design
Bid Plans 4 12 $ 3.00 $ 144.00
Mylar Plans 1 12 $ 10.00 $ 120.00
Check Half Size Plans 36 12 $ 1.00 $ 432.00
Check Concept Plans 6 12 $ 2.00 $ 144.00
Check Preliminary Plans 6 12 $ 2.00 $ 144.00
Check Final Plans 6 12 $ 2.00 $ 144.00
Mounted Exhibits 2 5 $ 20.00 $ 200.00
Specs Preliminary Plans 2 1 $ 20.00 $ 40.00
Specs Final Plans 2 1 $ 20.00 $ 40.00
Specs Bid Sets 20 1 $ 20.00 $ 400.00
Photocopies 200 1 $ 0.10 $ 20.00
Binding/Punching/Delivery 1 1 $ 150.00 $ 150.00
Design Total $ 1,980.00
Total Cost $ 3,310.00
Note: Additional copies requested by the City shall be provided according to the Std. Rate
Schedule (Exhibit B-2)
B3E-1
EXHIBIT "B-4"
(SUPPLEMENT TO ATTACHMENT B)
FUTURE STORM DRAIN AND CHANNEL IMPROVEMENTS AT MEACHAM BOULEVARD,MARK IV PARKWAY,AND
FRANKLIN DRIVE
CITY PROJECT NO.DD666
ESTIMATOR CHECKED BY ACCOUNTNO
DESCRIPTIONITETA QUANTITY UNIT UNIT PRICE TOTAL
ALTERNATIVE 5;Channel&Culvert Improvements
Phase 1(Proposed)
Dov,mstream Channel
1 lExcavation Excess Haul Off' 14950 1 CY 1 $20 $296,DD0
2 1 Sodding Along Channel 14450 SY $5 $72.250
Culvert
8'x 8'Reinforced Box Culvert 640 LF $800 $512.000
E86
Remove Existing 2-5'x 2'Box Culvert and Dispose l LS $1.DD0 $1.000
Headwall,2-8'x8' 2 EA $10.DOD $20,000
Rock Ri Ra 340 SY $80 $27,200
Asphalt Repair 160 SY $30 $4,800
Upstream Channel
Excavation Excess Haul Off 1250 CY $20 $25,005
l0 Soddin Along Channel 2100 SY $5 $10.500
11 Rock Ri 150 SY $80 $12,000
9 0
SUBTOTAL Phase 1 : $980,750
Contingency includes ancillary items,including but not limited to utility relocations, CONTINGENCY 10% $98,075
mobilization,fuel surcharge,SWPPP,and Care of Water.
PROJECT • (PROPOSED) 1 111
B4-1
ATTACHMENT C
CHANGES TO AMENDMENT NO. 1
PROFESSIONAL SERVICES: FUTURE STORM DRAIN AND CHANNEL
IMPROVEMENTS AT MEACHAM BOULEVARD, MARK IV PARKWAY, AND
FRANKLIN DRIVE
CITY PROJECT NO. 00666
NONE
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City of Fort Forth, Texas
Mayor and Council Communication
CWW A40ft :
DATE: Tuesday, April 14, 2009 REFERENCE NO.: C-23446
LOG NAME: 20AMENDIMEACHAMIV
SUBJECT:
Authorize Amendment No. 'I in the Amount of$170,020.00 to City Secretary Contract No. 35765, an
Engineering Agreement with Freese and Nichols, Inc., for Meacham Boulevard— Mark IV Drainage
Improvements
RECOMMENDATION:
It is recommended that the City Council authorize the City Manager to execute Amendment No. 1 in the
amount of$170,020.00 to City Secretary Contract No. 35765, an Engineering Agreement with Freese and
Nichols, Inc., thereby revising the total cost to $238,875.00.
DISCUSSION:
The Storm Water Management Program was established to reduce flooding in Fort Worth, preserve
streams, minimize water pollution and to operate the storm water system in a more effective manner to
fully comply with state and federal regulatory requirements. This will be accomplished by infrastructure
reconstruction and system maintenance, master planning, enhanced development review and increased
public education and outreach.
The City issued a Request for Qualifications to provide drainage design in January 2006. Statements of
Qualifications were submitted by 24 design consultants. Freese and Nichols, Inc., (FNI)was selected to
study the drainage in the subject area and provide subsequent design services for drainage
improvements.
On August 21, 2007, the City Council authorized the City Manager to execute an Engineering Agreement
with FNI for a study of the drainage at Meacham Boulevard and Mark IV Parkway. It was anticipated that
the study project would be expanded to a design project.
On October 16, 2007, (Ordinance No. 17840-10-2007) City Council authorized the issuance and sale of
$25,000,000.00 in Storm Water(Drainage) Revenue Bonds, Series 2007, to fund a two year Storm Water
Capital Project program.
The study was performed in response to flooding complaints on Meacham Boulevard just east of its
intersection with Mark IV Parkway. The study included an existing conditions analysis and an analysis of
alternative improvements for the area.
The study has been completed, alternatives have been reviewed and recommended improvements have
been established. The recommendations include improvements to the channel downstream and upstream
of Meacham Boulevard and culvert improvements under Meacham Boulevard.
Amendment No. 1 will provide the design and preparation of engineering plans and contract documents
for the bidding and construction of the recommended improvements.
Logname: 20AMEND 1 MEACHAMIV -- ' -
� f
s
Freese and Nichols, Inc., proposes to perform the design services for a lump sum fee of$170,020.00. City
staff considers the fee to be fair and reasonable for the scope of services proposed.
In addition to the contract amount, $43,160.00 is required for project management by the Transportation
and Public Works Department.
Freese and Nichols, Inc., is in compliance with the City's M/WBE Ordinance by committing to 22 percent
M/WBE participation. The City's goal on the project is 20 percent.
This project is located in Council District 2, Mapsco 49P.
FISCAL INFORMATION /CERTIFICATION:
The Financial Management Services Director certifies that funds are available in the current capital
budget, as appropriated, of the Storm Water Capital Projects 2007 Revenue Bond Fund.
FUND CENTERS:
TO Fund/Account/Centers FROM Fund/Account/Centers
P229 531200 202280066631 $47,406.00
P229 531200 202280066632 $94,812.00
P229 531200 202280066633 $15,802.00
P229 531200 202280066651 $12,000.00
CERTIFICATIONS:
Submitted for City Manager's Office by: Fernando Costa (8476)
Originating Department Head: William Verkest (7801)
Additional Information Contact: Michael Owen (8079)
ATTACHMENTS
1. 20AMENDI_MEACHAM.pdf (Public)
2. BFT- 1.01.pdf (CFW Internal)
3. Revised Meacham Mark IV(3).pdf (CFW Internal)
4. SWU Meacham Blvd (3).pdf (CFW Internal)
Logname: 20AMEND I MEACHAMIV Noe '? of