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Amendment No. 1
STATE OF TEXAS § CITY SECRETARY NO.
COUNTY OF TARRANT §
WHEREAS, the City of Fort Worth (City) and HDR Engineering, Inc.,
(Engineer) made and entered into City Secretary Contract No. 35202 (the
Contract) which was executed administratively by the City Manager on the
16th of April 2007; and
WHEREAS, the Contract involves engineering services for the following
project:
Terminal-been Storm Drain Extension
Project No. 00658
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 revised scope in
engineering services specified in a proposal letter dated November 18, 2008,
a copy of which is attached hereto and incorporated herein. The cost to City
for the additional services to be performed by Engineer total $219,900.00.
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 $243,700.00.
3.
=tether Rrovi ions of the Contract, which are not expressly amended
h r®"WLllR in full force and effect.
CITY SECRETARY
FT.WORTH, D ORIGINAL
Contract Amendment No. 1
Page 1 of 2
Executed on this the day of 2001 in
Fort Worth, Tarrant County, Texas.
APPROVAL RECOMMENDED: APPROVED:
dt:�e_
WO M kvUk��;PE, Fernando Costa
AetiRg Director Assistant City Manager
Transportation and Public Works
HDR Engineering, Inc. ATTEST:
ENGINEER
Marty Hendrix
By: City Secretary
NAME: Dennis Schulze, P.E.
TITLE: Vice President
Contract�Authorizati0a
APPROV AS TO ND LEGALITY: Date
Amy mse
Assistant Ci y torney
OFFICIAL RECORD
CITY SECRETARY
FT.WORTH,TX
Contract Amendment No. 1
Page2of2
November 18, 2008
Mr.Richard Argomaniz,P.E.
Project Manager
Department of Engineering
City of Fort Worth
1000 Throckmorton
Fort Worth,Texas 76102-6311
Re: Addendum No. 1 -Design of Storm Drain Improvements to the Terminal-been
Area
City Project No. 00658
DOE No. 5589
Dear Mr. Argornaniz:
Please find the enclosed documentation for Addendum No. 1 for the Design of Storm
Drain Improvements to the Terminal-Deer Area which includes supporting cost
estimates and fee calculations in addition to the prepared city contract form for the
addendum.
The total amount for the addendum is calculated at$219,900 with a.MWBE
participation of 26%. Design assistance from Gorrondona and Associates,HV7
Associates;Inventive Concepts and Alphagraphics will be included in the contract to
meet the 26%goal of the project.
Please call if you have any questions.
Sincerely,
Engineering Inc.
Dennis W. Schulze,P.E.
Vice President
HOREngineering,Inc. 210 E 3rd Street Phone(617)333-2800
Suite 300 far.(817)333.2818
Fort Worth,TX 76102-4002 www.hdrinc com
EXHIBIT "A-1"
(SUPPLEMENT TO ATTACHMENT"A")
BASIC SCOPE OF SERVICES
DESIGN FOR STORM DRAIN IMPROVEMENTS TO THE TERMINAL-DEEN AREA
CITY PROJECT NO. 00658
DOE NO. 5589
The following is a clarification of the tasks that the Engineer will perform under
ATTACHMENT "A". Work under this Exhibit includes the preparation of drainage design
for the project area described below and shown graphically in ATTACHMENT"E".
Reports of storm water runoff from the Burlington Northern Santa Fe (BNSF) Railway
yard located east of N. Main Street in the City of Fort Worth, Texas (see ATTACHMENT
"E" — Area Location Map) has caused flooding of resident's yards along Zwolle Street
south of Terminal-been Streets. HDR Engineering, Inc. performed a conceptual
drainage study to determine the best way to help alleviate this flooding. This study
indicated that the best way to help this flooding problem would be to upgrade and
replace the existing storm drain system along Zwolle Street and Beaumont Street. This
new system would require up-sizing the storm drain main and placing new inlets and
manholes along the route. Also extending the main around the intersection of Terminal-
Deen and Zwolle and adding more inlets in this area. Along with these drainage
improvements, roadway improvement plans will be prepared, including full asphalt street
improvements for Zwolle Street and Beaumont Street. These improvements would be
based on design criteria as per the City of Fort Worth "Storm Water Management Design
Manual" dated March 2006.
Once a receipt of a "Notice to Proceed", the Engineer will perform the following tasks:
• General Requirements
1. Provide all manpower, equipment, supplies, transportation services, and
incidentals, etc. necessary to accomplish the project objectives outlined in this
scope of services, except where noted.
2. Use current City design guidelines, criteria, and specifications. Where they are
not available or applicable, the Engineer shall address, evaluate, and incorporate
all appropriate Professional, Technical, and Industry trade organization's
recommendations and practices, as well as generally accepted design criteria.
3. Maximize use of existing information, reports, surveys, and data available, as
well as confirm the accuracy of existing information, as necessary, provided by
the City.
4. The design shall be consistent with the existing facilities in and around the
project limits.
Page 1 of 8
5. Standards and typical construction details of the City may be referred to in the
specifications and on the drawings.
• Project Management—The project management portion of this contract shall include
all reimbursable expenses, project team meetings, correspondence, invoicing,
schedule, resource and budget tracking, and all other project management duties
required for the duration of the project.
• Project Schedule — Develop a project schedule showing the anticipated schedule for
all major tasks as they are described in this Scope of Services. Dates for
deliverables, meetings, and City reviews shall be identified. The schedule shall be
updated throughout the project as needed. Significant modifications to the schedule
(e.g. revised deliverable or meeting dates) shall not be considered acceptable unless
approved by the City.
• Team Meetings and Correspondence
1. Meetings between the City and Engineer shall occur as needed. Decisions
resulting from such meetings shall be documented and kept in the project files.
2. Prepare notes and correspondence so as to maintain a documentation of project
related conversations, decisions and City direction that takes place during the
duration of the project.
• Invoicing — Prepare invoices monthly in a format approved by the City.
• Subconsultant Coordination
1. Prepare subcontract documents outlining scope and fee requirements for the sub
consultant's portion of the project.
2. Review all sub consultant deliverables to ensure they comply with all project
standards and requirements.
• Reimbursable Expenses — All reimbursable expenses shall be billed as part of the
contract. Expenses that qualify under this category are travel associated with the
project, overnight shipping, printing and reproduction.
• Quality Assurance/Quality Control (QA/QC)
1. Prior to submitting deliverables to the City, a Senior Engineer shall thoroughly
review all plans, specifications, and estimates, as well as other deliverables, for
accuracy and completeness using HDR QA/QC established procedures.
Documentation of all QA/QC reviews shall be kept in the project files.
2. Periodically throughout the project, the Project Principal shall check with the
project manager and City staff to discuss the performance of the project team,
address staffing concerns (if any) and ensure the City's needs are being met in
accordance with the scope and schedule.
Page 2 of 8
PHASE 1 — CONCEPTUAL DESIGN (30%)
DATA COLLECTION& RESEARCH
• Attend a project kick-off meeting with the City to introduce key team members,
discuss project goals and criteria, and review methods of communication, invoicing,
etc.
• Obtain information regarding existing and currently planned infrastructure and utilities
impacting or affected by the project.
• Review as-builts to determine the existing alignment and current right-of-way
boundaries.
• Conduct a site walk-through to review the existing conditions, take photographs and
document any items that may impact design or construction of the project.
• A design survey, subsurface utility engineering, and geotechnical services will be
performed under Exhibit"A-2"—Special Scope of Services.
• Submit Phase I Concept Plans (4 Sets) including layouts of proposed and exiting
facilities, preliminary right-of-way and cost estimate.
PHASE 2— PRELIMINARY DESIGN (60%)
This task shall include all design, coordination, and meetings required to develop
preliminary plans and cost estimates for the projects. This task shall include:
1. Preliminary Submittal
a. Based on the "Concept Study" information, prepare final hydrology and
hydraulic design to reflect the final storm drainage system.
b. Prepare preliminary drainage and roadway plans. This will include drainage
and full pavement improvements along Zwolle Street and Beaumont Street.
c. It is assumed that no water and/or sanitary sewer mains will need to be re-
located. If during design it is found necessary to re-locate any water or sewer
mains and prepare plans, it will be considered any additional service and
additional fees will be negotiated.
d. Estimate the probable cost to construct these proposed drainage and
roadway improvements.
e. Review proposed preliminary plans and cost estimates with City Engineer.
f. No water and/or sewer services are to be replaced under this contract.
Page 3of8
g. Traffic control/detour plans and storm water pollution prevention plans will be
prepared under Exhibit"A-2"—Special Scope of Services.
h. Project utility coordination in the area with Stream Water Group, Inc. will be
provided under Exhibit"A-2"—Special Scope of Services.
i. No USACE, FEMA and/or CLOMR work is anticipated with this project. If
required it will be considered an additional service and additional fee will be
negotiated.
2. Construction Plans — The Engineer shall prepare a construction package
according to City Standards. These preliminary plans shall include the following:
a. Cover sheet, including vicinity map, sheet index and project information.
b. General notes sheet, including construction notes, standard abbreviations
and legend.
c. Typical sections sheet, including proposed sections for the drainage
improvements and roadway section overlay with lane widths and cross
slopes.
d. Drainage area map sheet, including drainage area boundaries, areas in
acreage, flow volume in cfs, contours, flow direction, etc. This map will be
prepared with "Light Detection and Ranging System" (LiDAR) topographic
information as provided by the City. If additional survey data is required to
create this map, it will be considered an additional service and additional fee
will be negotiated.
e. Drainage calculation sheets, including drainage runoff computations, inlet
computations and conveyance hydraulic computations.
f. Drainage plan/profile sheets showing;
i. Existing vertical, topographic and utility features.
ii. Proposed horizontal alignment, including stationing, horizontal curve data
and control points.
iii. Proposed vertical profile, including stationing, vertical curve data and
control points.
iv. Locations and dimensions of existing easements and /or right-of-way that
will be required for the project.
v. Proposed storm improvements, including limits of storm drainage
improvements, storm drain size, pipe length, pipe slope, pipe material,
type of construction, pipe capacity required and provided, pipe velocity,
flowline information, inlet information, manhole information, outfall
information and other proposed surface features.
Page 4 of 8
vi. Dimensions needed to ensure readability and understanding of the
existing conditions and proposed change.
vii. Location of existing water and sanitary sewer mains and other franchise
utilities. No plans for relocation of these lines are anticipated. If re-
location plans are required, this will be considered an additional service.
g. Roadway plan/profile sheets showing;
Zwolle and Beaumont Streets will be full pavement improvement, including all
new asphalt pavement and subgrade, partial new concrete curb and gutter
(as determined by the Engineer), all new residential driveways and
replacement of existing sidewalk.
i. Existing vertical, topographic and utility features.
ii. Proposed horizontal alignment, including stationing, horizontal curve data
and control points.
iii. Proposed vertical profile, including stationing, vertical curve data and
control points.
iv. Locations and dimensions of existing easements and/or right-of-way that
will be required for the project.
v. Proposed roadway improvements, including limits and type of asphalt
pavement, limits of existing and new concrete curb and gutter, limits of
new concrete driveways and sidewalk, storm drainage structures,
roadway closure gates and signage or other proposed surface features.
vi. Dimensions needed to ensure readability and understanding of the
existing conditions and proposed change.
vii. Location of existing water and sanitary sewer mains and other franchise
utilities. No plans for relocation of these lines are anticipated. If re-
location plans are required, this will be considered an additional service.
viii. Provide Property Ownership, as available from Tax Assessor's Office
i. Owner's Name
ii. Address
iii. Lot and Block No.
iv. Subdivision Name
3. Utility Coordination— Distribute a notification letter along with half-size (11"x 17")
copies of the preliminary plans to the utility companies with facilities in the project
vicinity at the time the preliminary design is completed. Engineer shall copy the
City on all correspondence with utilities.
Page 5 of 8
4. Preliminary Quantities and Construction Costs — At the completion of the
preliminary design, the Engineer shall provide a preliminary construction cost
estimate to reflect the proposed improvements shown in the preliminary plans.
5. Preliminary Design Deliverables — Shall provide sixteen (16) sets of half size (11"
x 17") and four (4) sets of full size (22" x 34") construction plans and four (4)
copies of the construction cost estimate. Plan shall be developed at Scale =
1"=20'H; 1" = 2'V.
PHASE 3 — FINAL DESIGN (90%)
The final design task shall include all design, coordination, and meetings required to
develop final, "ready to advertise" plans, specifications, and cost estimates for the
project. This task will include:
1. Draft Final Submittal
The Engineer shall finalize all construction plan sheets in the preliminary design
and complete the other sheets necessary for a construction package as outlined
below. Comments from the City and other reviewing agencies shall be
incorporated into the plans as required.
a. Prepare construction details as required for the project.
b. Conduct a site visit to the field to verify all information in the plans and
specifications is correct. Any information varying from the original existing
conditions shall be updated accordingly.
c. Conduct final quantities to reflect the final construction cost estimate.
d. Prepare final special specifications and bid proposals in "ready-to-advertise"
format. All dates, addresses, contact information, etc. shall be coordinated
with the City and inserted into the bid documents. Bid proposal shall reflect
the items and quantities as shown in the final plans and specifications.
2 Utility Coordination—A utility coordination meeting shall be conducted prior to the
conclusion of the final draft design phase to update the utility companies on the
proposed improvements, collect input from the utility companies in the area, and
request relocations where necessary. Information collected from the meeting
shall be incorporated into the final engineering plans. The City shall be
responsible for ensuring that franchise utility relocations are completed in
accordance with the final plans.
3. Preliminary Specifications - Prepare an outline of technical specifications to be
included in final bid documents and prepare a draft bid proposal format for review
by the City.
Page 6of8
4. Final Design Deliverables — Shall provide five (5) sets of full size (22" x 34")
construction plans, two (2) copies of contract documents and technical
specifications and one (1) copy of the construction cost estimate.
PHASE 4— FINAL CONSTRUCTION DOCUMENTS (100%)
1. Final Submittal
a. Prepare final construction plans and details to conform to final comments of
the City, utility companies, and any other reviewing agencies.
b. Update final quantities to reflect any changes in the final design and prepare
a final construction cost estimate.
c. Prepare final special specifications and bid proposal in "ready-to-advertise"
format to conform to final comments from the City. All dates, addresses,
contact information, etc. shall be coordinated with the City and updated as
required. Bid proposal shall reflect the items and quantities as shown in the
final plans and specifications.
d. Receive bidder's questions and provide response to these questions.
e. Prepare and distribute addenda to the contract.
f. Attend and assist the City at a pre-bid meeting.
g. Attend and assist the City at the bid opening.
h. Evaluate bids, prepare bid tabulation and make recommendation on award.
2. Final Construction Document Deliverables — Shall provide forty-five (45) sets of
full-size (22" x 34") final construction plans, signed and sealed, forty-five (45)
copies of the final contract documents and technical specifications, signed and
sealed and five (5) copies of the final construction cost estimate.
3. Mylar Submittal -All Final Submittal Plan Sheets in Full Size Sheets (22"x 34").
4. Electronic Copy— Plans submitted on CD in Adobe Acrobat .pdf format (Version
6.0 or higher).
PHASE 5— CONSTRUCTION SERVICES
The construction services phase shall include the following:
1. Attend and assist the City at the pre-construction conference.
2. Provide horizontal and vertical control information used during the design survey
(not construction staking).
Page 7 of 8
3. Respond to questions from the Contractor regarding the intent of the contract
documents.
4. Review and provide recommendations on Contractor's requests for change of
construction methods.
5. Provide answers to the Contactors' request for information (RFI's).
6. Make one final site inspection and recommendation on the completion of the
project.
Page 8of8
EXHIBIT"A-2"
(SUPPLEMENT TO ATTACHMENT"A")
SPECIAL SCOPE OF SERVICES
DESIGN FOR STORM DRAIN IMPROVEMENTS TO THE TERMINAL-DEEN AREA
CITY PROJECT NO. 00658
DOE NO. 5589
The following is a clarification of the tasks that the Engineer will perform under
ATTACHMENT "A". Work under this Exhibit includes the preparation of drainage design
for the project area described on Exhibit "A-1" and shown graphically in ATTACHMENT
"E"
Upon a receipt of a"Notice to Proceed", the Engineer will perform the following tasks:
PHASE 1 — CONCEPTUAL DESIGN (30%)
DESIGN SURVEY
• Establish horizontal and vertical control for the project and set 3 project benchmarks
for construction based on the City's vertical datum.
• Establish horizontal and vertical location of existing features within the project limits,
including right-of-way lines and property corners, edge of pavement (location and
material), top of curb (shot at back of curb), gutter lines, sidewalks, driveways
(material), buildings, homes, trees 4" in diameter and larger (size and type), fence
lines (size and type), signs (include description), utility appurtenances and any other
visible surface features within the project limits.
• Verify horizontal and vertical locations of existing public utilities (water, sanitary
sewer, storm sewer, electric, gas, and communication). This will be achieved with
the help of performing a Subsurface Utility Engineering (SUE) Level B. Survey shots
at inlets and manholes shall include flowline, size and direction of flow for all lines
entering/leaving the structure.
• Cross-sections of the existing ground shall be taken at maximum 50-foot intervals
along the design survey baseline and at all driveways, cross streets, culverts, or any
other structures crossing the alignment. Cross sections shall extend from the
centerline of roadway to a minimum of 5 feet beyond the right-of-way line.
• Provide research of the affected properties along the proposed storm drain
alignment.
• Verify horizontal and vertical locations of existing drainage improvements and
easements.
Page 1 of 3
• Establish sufficient information (in addition to cross sections) to develop a complete
digital terrain model of the project limits by taking additional shots as necessary to
define adjacent features.
• No individual parcel maps and/or right of way exhibits are anticipated for this project.
If required it will be considered an additional service and additional fee will be
negotiated.
• Deliverables shall include an MicroStation digital file of the existing features located,
property lines, a DTM with 1-foot contours, property owner data, an ASCII — file of
points located and a hardcopy of the field notes and coordinates of points located.
SUBSURFACE UTILITY ENGINEERING (SUE)
• Provide Sub-Surface Utility Engineering in accordance with ASCE Publication
Cl/ASCE 38-02 (Standard Guideline for the Collection and Depiction of Existing
Subsurface Utility Data): Gorrondona & Associates will provide Quality Level "B"
information along the proposed pipeline alignment for approximately 2,800 linear feet
along Zwolle and Beaumont and around the Terminal-Deen/Zwolle intersection. The
areas of main concern are street crossings and utilities that cross or run in close
proximity to the proposed alignment.
• Perform due-diligence in regards to records research (Quality Level D) and
acquisition of available utility records. The due-diligence will consist of contacting
the applicable"one-call' agency and acquiring/reviewing available utility records from
utility owners. Utilities that are not part of the "one-call' system, or not shown in the
available utility records will be here forth referred to as "unknown" utilities. The
defined work area curb-to-curb will be scanned using electronic prospecting
equipment to search for "unknown" utilities. However, the Engineer is not
responsible for designating and locating these"unknown" utilities.
• Provide horizontal location (Designating, Quality Level B) of existing utilities in the
defined work area by means of electronic geophysical prospecting. Should the
utilities travel under surfaces that are not accessible (pavement, ponds,
improvements, etc.), the utilities will be located to both edges of the inaccessible
area.
GEOTECHNICAL SERVICES
• Site reconnaissance, staking borings and clearing utilities with Dig Tess and the City.
• Soil and rock probing along the proposed alignment.
• Four (4) borings to a depth of 20-feet and testing, along the proposed alignment.
The boring locations will be determined and staked by the Engineer.
• Prepare a geotechnical report with recommendations for the storm drain and
pavement improvements.
Page 2of3
PHASE 2 — PRELIMINARY DESIGN (60%)
• NONE
PHASE 3 — FINAL DESIGN (90%)
The final design task shall include all design, coordination, and meetings required to
develop final, "ready to advertise" plans, specifications, and cost estimates for the
project. This task will include:
1. Traffic Control / Detour Plans - Prepare a traffic control / detouring plan for the
safe movement of pedestrian and vehicular traffic through the construction site
during construction. This plan shall be in accordance with the Texas Manual on
Uniform Traffic Control Devices (MUTCD).
2. Storm Water Pollution Prevention Plans (SWPPP) - Prepare a .SWPPP in
accordance with the Texas Commission on Environmental Quality (TCEQ) rules
and regulations.
PHASE 4— FINAL CONSTRUCTION DOCUMENTS (100%)
Final Submittal - Prepare final construction plans and details to conform to final
comments of the City, utility companies, and any other reviewing agencies.
1. Utility Coordination — Stream Water Group, Inc. is completing water and sewer
replacement plans for a portion of Beaumont Street that is within the limits of this
project. HDR Engineering will coordinate with Stream Water to incorporate the
two sets of plans, specifications and cost estimates to be bid as one project.
PHASE 5 — CONSTRUCTION SERVICES
• NONE
Page 3 of 3
ATTACHMENT"B"
COMPENSATION AND SCHEDULE
DESIGN FOR STORM DRAIN IMPROVEMENTS TO THE TERMINAL-DEEN AREA
CITY PROJECT NO. 00658
DOE NO. 5589
I. Compensation
A. The Engineer shall be compensated a total lump sum fee of $219,900 as
summarized in Exhibit "13-3" Payment of the total lump sum fee shall be
considered full compensation for the services described in Exhibits "A-1" & "A-2"
for all labor materials, supplies, and equipment necessary to complete the
project.
B. The Engineer shall be paid monthly payments as described in Exhibit "13-1"
Section 1 - Method of Payment.
Each invoice is to be verified as to its accuracy and compliance with the terms of
this contract by an officer of the Engineer.
Il. Schedule
The Final Design shall be submitted within 210 working days after the "Notice to
Proceed" letter is issued.
A. Phase 1 - Conceptual Design - 60 working days
B. Phase 2- Preliminary Design—90 working days
C. Phase 3 - Final Design - 30 working days
D. Phase 4— Final Construction Documents—30 working days
E. Phase 5—Construction Services—To Be Determined
ATTACHMENT B-COMPENSATION AND SCHEDULE(Intl.B-1).doc
METHOD OF PAYMENT
DESIGN FOR STORM DRAIN IMPROVEMENTS TO THE TERMINAL-DEEN AREA
CITY PROJECT NO. 00658
DOE NO. 5589
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 satisfactory completion of Exhibits "A-1" & "A-2", Phase 1 - Conceptual Design
submittal to City, a sum not to exceed 30 percent of the total lump sum fee.
Until satisfactory completion of Exhibits "A-1" & "A-2", Phase 2 - Preliminary Design
submittal to City, a sum not to exceed 60 percent of the total lump sum fee, less
previous payments.
Until satisfactory completion of Exhibits "A-1" & "A-2", Phase 3 - Final Design submittal
to the City, a sum not to exceed 90 percent of the total lump sum fee, less previous
payments.
The balance of the fee, less previous payments, shall be payable after approval of the
final design described in Exhibits "A-1" &"A-2", Phases 4 & 5 by the City.
II. Progress Reports
The Engineer shall submit to the designated representative of the Director of the
Department of Engineering monthly progress reports covering all phases of design by
the 15'h of every month in a format required by the City.
ATTACHMENT B-COMPENSATION AND SCHEDULE(ind B-1).doc
EXHIBIT "B-2"
(SUPPLEMENT TO ATTACHMENT "B")
HOURLY RATE SCHEDULE
DESIGN FOR STORM DRAIN IMPROVEMENTS TO THE TERMINAL-DEEN AREA
CITY PROJECT NO. 00658
DOE NO. 5589
HDR ENGINEERING, INC.
Principal $225.00
Project Manager $195.00
Registered Senior Professional $155.00
Project Engineer $125.00
Designer/CADD $85.00
Technical Support $70.00
Clerical/Administrative Support $45.00
GORRONDONA & ASSOCIATES, INC.
Principal/ R.P.L.S. $100.00
Project Manager/ R.P.L.S. $88.00
Survey Technician/ R.P.L.S. $75.00
Survey Technician $56.00
Two Man Field Crew w/ Equipment $98.00
Three Man Field Crew w/ Equipment $120.00
Four Man Field Crew w/Equipment $145.00
One Man Field Crew w/ RTK-GPS Equipment $100.00
Two Man Field Crew w/ RTK-GPS Equipment $125.00
EB2-1
EXHIBIT"B-3A"
(SUPPLEMENT TO ATTACHMENT"B")
SUMMARY OF TOTAL PROJECT FEES
DESIGN FOR STORM DRAIN IMPROVEMENTS TO THE TERMINAL-DEEN AREA
CITY PROJECT NO. 00658
DOE NO. 5589
Consultina Firm Prime Responsibility Amount Percent
PRIME CONSULTANT:
HDR Engineering, Inc. Basic Services $136,430 62%
Engineering & Management
HDR Engineering, Inc. Special Services $47,070 21%
Engineering & Management
Inventive Concepts! Inc. -(Less) Drafting Services - $20,000 - 9%
Total for HDR Professional Services $163,500 74%
M/WBE CONSULTANTS:
Gorrondona &Associates Design Survey $12,600 6%
Gorrondona &Associates Subsurface Utility Engineering $7,000 3%
HVJ Associates Geotechnical Services $10,800 5%
Inventive Concepts, Inc. Drafting Services $20,000 9%
AI ha raphics Printing & Reproduction $6,000 3%
Total for MMBE Professional Services $56,400 26%
Non-M/WBE Consultant:
• None
Total for Professional Services $219,900 100%
Proiect Description Scope of Services Total Fee M/WBE Fee Percent
Engineering Services Design Phase Services $56,400 26%
B3A-1
EXHIBIT "13-313"
(SUPPLEMENT TO ATTACHMENT "B")
PROFESSIONAL SERVICES FEE SUMMARY
DESIGN FOR STORM DRAIN IMPROVEMENTS FOR THE TERMINAL-DEEN AREA
CITY PROJECT NO. 00658
DOE NO. 5589
BASIC DESIGN FEES:
Estimated Const. Cost TSPE Curve % Reduction Factor Basic Fee
$2,300,000 6.97% .85 $136,430
BASIC ENGINEERING DESIGN FEE:
Services Fee
Engineering Services (HDR) $136,430
BASIC SERVICES TOTAL $136,430
"THIS INCLUDES $20,000 FOR DRAFTING SERVICES (Inventive Concepts)
ADDITIONAL DESIGN FEES:
Services Fee
Design Surveying Services (Gorrondona) $12,600
SUE (Gorrondona) $7,000
Geotechnical Services (HVJ) $10,800
Reproduction Services (Alphagraphics) $6,000
Additional Miscellaneous Services (HDR) $47,070
SPECIAL SERVICES TOTAL $83,470
TOTAL DESIGN FEES:
TOTAL FEES $219,900
B3B-1
EXHIBIT "13-313"
(SUPPLEMENT TO ATTACHMENT "B")
PROFESSIONAL SERVICES FEE SUMMARY
DESIGN FOR STORM DRAIN IMPROVEMENTS FOR THE TERMINAL-DEEN AREA
CITY PROJECT NO. 00658
DOE NO. 5589
A. SUMMARY OF TOTAL FEE
Services Fee
Basic Engineering Services $136,160
Special Engineering Services $83,470
PROJECT TOTAL $219,900
B. BREAKDOWN OF ENGINEERING FEE (LESS SURVEY& GEOTECHNICAL FEES)
Breakdown = $219,900-$19,600 - $10,800 = $189,500
1. Total Fee - Breakdown by Concept, Preliminary and Final Desiqn
a. Concept(30%)= (Engineering Subtotal)X (0.3) - $58,850
b. Preliminary(60%) =(Engineering Subtotal)X(0.6) _ $113,700
c. Final (100%)= (Engineering Subtotal)X(0.1) _ $18,950
TOTALS $189,500
B3B-2
EXHIBIT"B-3C"
(SUPPLEMENT TO ATTACHMENT "B")
FEES FOR SURVEYING SERVICES
DESIGN FOR STORM DRAIN IMPROVEMENTS FOR THE TERMINAL-DEEN AREA
CITY PROJECT NO. 00658
DOE NO. 5589
SURVEYING SERVICES:
Design Survey $12,600
Subsurface Utility Engineering SUE $7,000
Total Survey Services $19,600
Total Length =2,500' (main line) + 300' (main line extension) =2,800'
Design Survey @ 2,800 feet x$4.50 per foot= $12,600
Scope of Services for design survey is described in Exhibit "A-2".
SUE Level "B" Survey @ $2,800 feet x $2.50 per foot= $7,000
Scope of Services for SUE is described in Exhibit"A-2".
B3C-1
EXHIBIT"13-31)"
(SUPPLEMENT TO ATTACHMENT "B")
FEES FOR GEOTECHNICAL SERVICES
DESIGN FOR STORM DRAIN IMPROVEMENTS FOR THE TERMINAL-DEEN AREA
CITY PROJECT NO. 00658
DOE NO. 5589
GEOTECHNICAL SERVICES:
Description Hours Rate Total Cost
Principal 4 $210 $840
Engineering Manager 8 $175 $1,400
Project Manager 20 $140 $2,800
Project Engineer 20 $105 $2,100
Senior Technician 16 $100 $1,600
Admin. Manager 8 $85 $680
Admin. Assistant 16 $60 $960
Clerk 8 $40 $320
Reproduction 1 lump sum $100 $100
TOTALS $10,800
Scope of Services for geotechnical services is described in Exhibit"A-2".
These services will be provided by HVJ Associates. These fees were based on a fee proposal
from HVJ.
B3D-1
EXHIBIT "B-3E"
(SUPPLEMENT TO ATTACHMENT "B")
SPECIAL SERVICES FEE SUMMARY REPORT
DESIGN FOR STORM DRAIN IMPROVEMENTS TO THE TERMINAL-DEEN AREA
CITY PROJECT NO. 00658
DOE NO. 5589
Project: Terminal-Deen Storm Drain Improvements Notes:
Engineer: HDR Engineering, Inc. Assume project duration @ 6 months
Engineer Project Manager: Terry L.Foyt, P.E. Approximate project length @ 2,800'
Client: City of Fort Worth,Texas Borings @ 20'depths
Client Project Manager: Richard Argomaniz, P.E.
Date: 5/1/2008
HDR MANHOURS FEES
WORK TASK DESCRIPTION PROJECT PROJECT DESIGNER TOTAL FEES
PRINCIPAL MANAGER ENGINEER /CADD CLERICAL HDR SUB
Prime Consultant
1 Special Cooridation w/Property Owners 8 8 4 $2,740 $2,740
2 MonthIV Electonic Progress Reports 6 months 12 6 $2,610 $2,610
3 Coordination Meetings w/TPW 6 meetings) 12 6 $2,610 $2,610
4 Traffic Control/Detouring Plans 2 8 16 40 6 $7,680 $7,680
5 SWPPP 2 8 16 24 8 $6,410 $6,410
6 Special Cooridation w/Stream Water Group Utiliti 1 8 24 8 $4,920 1 $4,920
7 10% M/WBE Markup $3,640 $3,640
Subconsultants
1 Desi n Survey 2,800'x$4.50 per foot 8 8 2 $2,650 $12,600 $15,250
2 Subsurface Utility Engineering 2,800'x$2.50 per foot 8 8 2 $2,650 $7,000 $9,650
3 Geotechnical Services 4 4 4 $1,460 $10,800 $12,260
4 Printinq&Reproduction 1 4 4 4 $1 460 $6,000 $7,460
TOTALS 4 1 80 88 64 50 $38,830 $36,400 $75,230
PERSONNEL BILLING RATE TOTAL FEES %OF PROJECT COMMENTS
PRINCIPAL $225.00 $900 1%
PROJECT MANAGER $195.00 $15,600 21%
PROJECT ENGINEER $125.00 $11,000 15%
DESIGNER/CADD $85.00 $5,440 7%
CLERICAL $45.00 $2,250 3%
SUBCONSULTANT MARKUP N/A $3,640 5%
SUBCONSULTANT N/A $36,400 48%
TOTALS $75,230 100%
EXHIBIT "B-4"
(SUPPLEMEMT TO ATTACHMENT"B")
ENGINEER'S OPINION OF PROBABLE CONSTRUCTION COST
DESIGN FOR STORM DRAIN IMPROVEMENTS TO THE TERMINAL-DEEN AREA
CITY PROJECT NO. 00658
DOE NO. 5589
Project Name: Terminal-Deen Storm Drain Improvements
Engineer: HDR Engineering, Inc.
Engineer Project Manager: Terry L. Foyt, P.E.
Client: City of Fort Worth
Client Project Manager: Richard Argomaniz, P.E.
Date: May-08
Item Description Quantity Unit Unit Price Item Cost
1 Project Designation Sign 2 EA $300.00 $600
2 Remove&Relocate Fire Hydrant 3 EA $500.00 $1,500
3 Unclassified Street Excavation 1,000 CY $15.00 $15,000
4 6-inch H.M.A.C.Pavement 7,780 SY $18.00 $140,040
5 8-inch Lime Stabilized Subgrade(30#/SY) 8,620 SY $4.00 $34,480
6 Lime for Subgrade 130 TN $100.00 $13,000
7 7-inch Concrete Curb&Gutter Removal 2,500 LF $8.00 $20,000
8 7-inch Concrete Curb&Gutter Replacement 21-500 LF $20.00 $50,000
9 4-inch Concrete Sidewalk Removal&Replacement 4,050 SF $5.00 $20,250
10 Reinforced Concrete Sidewalk Ramp(Type 1) 4 EA $2,500.00 $10,000
11 6-inch Reinforced Concrete Driveway Removal&Replacement 21,120 SF $12.00 $253,440
12 6-inch Pipe Subdrain 500 LF $20.00 $10,000
13 Miscellaneous Utility Adjustment 1 LS $8,000.00 $8,000
14 Sanitary Sewer Manhole Adjustment 8 EA $400.00 $3,200
15 Water Valve Box Adjustment 4 EA $300.00 $1,200
16 2-5'x 3'RCB Storm Drain Main Line(dual boxes) 2,500 LF $500.00 $1,250,000
17 24-inch Class III RCP Storm Drain Laterals 630 LF $80.00 $50,400
18 154bot Curb Inlet 16 EA $3,000.00 $48,000
19 20-foot Curb Inlet 6 EA $4,000.00 $24,000
20 6-foot BNSF Yard Drop Inlet 2 EA $6,000.00 $12,000
21 Storm Drain Junction Manhole Structure 8 EA $10,000.00 $80,000
22 Storm Drain Outfall Structure w/Headwall 1 LS $10,000.00 $10,000
23 Furnish&Install Topsoil(as directed by Engineer) 500 CY $10.00 $5,000
24 Traffic Control Implementation 1 LS $5,000.00 $5,000
25 ISWPPP Implementation and Maintenance 1 LS $10,000.00 $10,000
ENGINEER'S OPINION OF PROBABLE COST $2,075,110
10%Contingency $207,511
TOTAL ENGINEER'S ESTIMATE $2,282,621
ASSUME COST OF REMOVING EXISTING ITEMS INCLUDED IN THE UNIT PRICE ABOVE
Page 1 of 2
Notes:
Existing Street/Storm Drain Lengths
Terminal to Beaumont(along Zwolle)—880 feet
Zwolle to Outfall(along Beaumont)—1,620 feet
Existing Lateral Lengths
No.of Laterals @ 20(15'each)=300 feet
Existing Inlets
Zwolle @ Terminal—4-10 foot inlets
Zwolle @ Jasper—5-10 feet inlets
Zwolle @ Beaumont—3-10 foot inlets
Beaumont @ Grover—2-10 foot inlets
Beaumont @ Runnels—2-10 foot inlets
Beaumont @ Neches--2-10 foot inlets
Beaumont @ Outfall —2-10 foot inlets
Existing Driveways
Zwolle w/17 drives
Beaumont w/27 drives
Existinq Sidewalk
Approximately 1,015 feet along south side of Beaumont only
Assumptions:
Zwolle&Beaumont @ 28 foot wide(face of gutter to face of gutter)
Install additional 2-20 foot inlets&300 feet of 24"lateral at Terminal(Church Area)
Assume full pavement replacement of Zwolle&Beaumont(6"H.M.A.C.,8"lime subgrade)
Assume 1/2 of existing curb&gutter to be replaced
Assume all existing driveways to be replaced (24 feet wide&20 feet in length)
Assume all existing sidewalk to be replaced
Assume no sewer and/or water main replacement
Assume no sewer and/or water services replacement
Page 2 of 2
ATTACHMENT "C"
CHANGES AND AMENDMENTS TO STANDARD ENGINEERING
TO
AGREEMENT AND ATTACHMENT "A"
DESIGN FOR STORM DRAIN IMPROVEMENTS TO THE TERMINAL-DEEN AREA
CITY PROJECT NO. 00658
DOE NO. 5589
NONE
C-1
ATTACHMENT "D"
PROJECT SCHEDULE
DESIGN FOR STORM DRAIN IMPROVEMENTS TO THE TERMINAL-DEEN AREA
CITY PROJECT NO. 00658
DOE NO. 5589
PROJECTED ACTUAL
Task Name Duration Start Finish Duration Start Finish
Notice to Proceed 0 days
Pre-Design Coordination Meeting L60
days
Conceptual Design (30%) days
Pre are Conce tual Desi n da s
Conce tual Design Submittal 0 days
'City of Fort Worth Review 15 days
Project Review Meeting 0 days
Preliminary Design (60%) 90 days
Prepare Preliminary Design 75 days
Preliminary Design Submittal 0 days
City of Fort Worth Review 15 days
Project Review Meeting 0 days
Final Design (90%) 30 days
Prepare Final Design 15 days
Final Design Submittal 0 days
City of Fort Worth Review 15 days
Project Review Meeting 0 days
Final Construction Documents (100%) 30 days
Prepare Final Documents 15 days
Final Document Submittal 0 days
City of Fort Worth Review 15 days
Project Review Meeting 0 da s
Construction Services To Be Determined
Start& Finish Dates Depends Upon "Notice to Proceed"
Duration in "Working Days"
ATTACHMENT "E"
LOCATION MAP
DESIGN FOR STORM DRAIN IMPROVEMENTS TO THE TERMINAL-DEEN AREA
CITY PROJECT NO. 00658
DOE NO. 5589
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TERMINAL-DEEN AREA LOCATION MAP
T T� HOR ENGINERING. INC. 1 0:R 1 I W O R H EXHIBIT CITY OF FORT OR'�,TEXAS
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AREA LOCATION MAP
_
HOR ENGINERING. INC. EXHIBIT CITY OF FORT wCR'-,TEXAS --
`^L■ 210 E. 3RD ST.. SUITE 300
FORT WORTH, TX 76102 DESIGN DRAWN i<,.-'?R. SCALE SHEET
DATE BY REV REVISION TLF CDJ TLF I NTS i 2 OF 2
City of Fort Worth, Texas
Mayor and Council Communication
COUNCIL ACTION: Approved on 11/11/2008
DATE: Tuesday, November 11, 2008
LOG NAME: 20AMENDlTERMINA REFERENCE NO.: C-23178
SUBJECT:
Authorize Amendment No. 1 in the Amount of $219,900.00 to City Secretary Contract No. 35202
with HDR Engineering, Inc., for Terminal-Deen Storm Drain Extension
RECOMMENDATION:
It is recommended that the City Council authorize the City Manager to execute Amendment No. 1 to City
Secretary Contract No. 35202 with HDR Engineering, Inc., in the amount of $219,900.00, thereby revising
the total contract cost to $243,700.00.
DISCUSSION:
The Stormwater Management Program was established to prevent flooding in Fort Worth, preserve
streams, minimize water pollution and to operate the stormwater system in a more effective manner to fully
comply with state and federal regulatory requirements. This will be accomplished by improving
infrastructure reconstruction and system maintenance, master planning, enhanced development review,
and increased public education and outreach.
A request for qualifications to provide engineering services for street and drainage projects was issued by
the City in April 2004 and 35 design consultants submitted statements of qualifications. HDR Engineering,
Inc., was selected to study the drainage in this area and to provide subsequent design services for any
identified drainage improvements.
On April 16, 2007, the City Manager executed administratively an engineering agreement with HDR
Engineering, Inc., to perform a conceptual drainage study to evaluate severe flooding condition on Zwolle
Street south of Terminal-Deen Road, caused by stormwater runoff from Burlington Northern Santa Fe
(BNSF) Railway yard. The study identified the need to upgrade the existing storm drain system and inlets
along Zwolle Street and Beaumont Street.
Amendment No. 1 will allow HDR Engineering, Inc., to perform the design for the drainage improvements
on Zwolle Street and Beaumont Street recommended in the study.
HDR Engineering, Inc., proposes to provide the necessary engineering services for a lump sum fee of
$219,900.00. City staff considers the fee to be fair and reasonable for the scope of services proposed.
In addition to the contract amount, $90,890.00 is required by the Transportation and Public Works
Department.
M/WBE — HDR Engineering, Inc., is in compliance with the City's M/WBE Ordinance by committing to 26
percent M/ BE participation. The City's goal on this project is 26 percent.
This project is located in COUNCIL DISTRICT 2, Mapsco, 49S.
Logname: 20AMENDITERMINA Page 1 of 2