HomeMy WebLinkAboutCity of Tamarac Resolution R-2010-060Temp. Reso. #11789
March 8, 2010
Page 1 of 4
Revision 1 May 18, 2010
CITY OF TAMARAC, FLORIDA
RESOLUTION NO. R-2010- �L�;'r
A RESOLUTION OF THE CITY COMMISSION OF THE CITY
OF TAMARAC, FLORIDA, APPROVING TASK
AUTHORIZATION NO. 10-02E AND AUTHORIZING THE
APPROPRIATE CITY OFFICIALS TO EXECUTE TASK
AUTHORIZATION NO. 10-02E WITH ECKLER
ENGINEERING, INC., TO PROVIDE PROFESSIONAL
SERVICES FOR THE DESIGN OF A NEW FILTER
BACKWASH WATER RECOVERY SYSTEM AT THE WATER
TREATMENT PLANT; INCLUDING PREPARATION OF
DETAILED PLANS AND SPECIFICATIONS FOLLOWED BY
PERMITTING AND BIDDING ASSISTANCE, IN
ACCORDANCE WITH THE CITY'S CONSULTING
ENGINEERING AGREEMENT AS AUTHORIZED BY
RESOLUTION NO. R-2006-131, FOR AN AMOUNT NOT TO
EXCEED $93,000.00; APPROVING FUNDING FROM THE
2009 UTILITIES BOND PROCEEDS; AUTHORIZING THE
APPROPRIATE CITY OFFICIALS TO ADMINISTER THE
CONTRACT; PROVIDING FOR CONFLICTS; PROVIDING
FORSEVERABILITY; AND PROVIDING FOR AN EFFECTIVE
DATE.
WHEREAS, the City of Tamarac owns, operates and maintains the water supply,
treatment, and distribution systems; and
WHEREAS, the City of Tamarac currently backwashes the Greenleaf Filter and
six (6) package filters on a frequent basis and discharges approximately 300,000 gallons
per day (GPD) to surface waters without recovery; and
WHEREAS, the Water Treatment Plant filter backwash streams discharge into an
unlined pond which is defined as surface water according to 40 CFR 141.2 and no water
can be returned from this pond to our water treatment process; and
Temp. Reso. #11789
March 8, 2010
Page 2 of 4
Revision 1 May 18, 2010
WHEREAS, the recovery of 300,000 GPD will provide enough water for 1200
Equivalent Residential Connections (ERC's) and delay construction of a costly reverse
osmosis system; and
WHEREAS, this filter backwash water recovery system project will reduce daily
water withdrawal from the Biscayne Aquifer and lime chemical costs by up to five percent
(5%); and
WHEREAS, the City requires the service of a consulting firm knowledgeable in this
area and capable of providing professional services for the design, permitting and bidding
assistance of the Water Treatment Plant Filter Backwash Water Recovery System Project;
and
WHEREAS, Eckler Engineering, Inc., possesses the required knowledge and
experience to provide the professional engineering services associated with the Water
Treatment Plant Filter Backwash Water Recovery System Project; and
WHEREAS, Eckler Engineering, Inc., has been pre -qualified as an approved
consultant for engineering services by the City of Tamarac as authorized by Resolution No.
R-2006-131 (incorporated by reference and on file in the office of the City Clerk); and
WHEREAS, it is the recommendation of the Director and Assistant Director of
Utilities that Task Authorization No. 10-02E from Eckler Engineering, Inc., be approved,
executed and funded; and
WHEREAS, the City Commission of the City of Tamarac, Florida, deems it to be in
the best interest of the citizens and residents of the City of Tamarac to accept and execute
Task Authorization No. 10-02E (a copy of which is attached hereto as "Exhibit 1 ") with
Temp. Reso. #11789
March 8, 2010
Page 3 of 4
Revision 1 May 18, 2010
Eckler Engineering, Inc., to provide engineering services for the design, permitting and
bidding assistance of the Water Treatment Plant Filter Backwash Water Recovery System
Project for an amount not to exceed $93,000.00 and to provide funding from the 2009
Utilities Bond proceeds.
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COMMISSION OF
THE CITY OF TAMARAC, FLORIDA, THAT:
SECTION 1: The foregoing "WHEREAS" clauses are hereby ratified and
confirmed as being true and correct and are hereby made a specific part of this resolution.
The exhibit attached hereto is incorporated herein and made a specific part of this
resolution.
SECTION 2: The City Commission approves Task Authorization No.10-02E
and authorizes the appropriate City Officials to execute Task Authorization No.10-02E with
Eckler Engineering, Inc., to provide engineering services for the design, permitting and
bidding assistance of the Water Treatment Plant Filter Backwash Water Recovery System
Project, in accordance with the City's Consulting Engineering Agreement as authorized by
Resolution No. R-2006-131 on July 12, 2006, for an amount not to exceed $9�3,000.00.
SECTION 3: The $93,000.00 is approved to be funded from the 2009 Utilities
Bond proceeds.
SECTION 4: The City Manager, or his designee, is hereby authorized to
make changes, issue change orders not to exceed $30,000.00 per Section 6-156 (b) of the
City Code, and close the contract award including, but not limited to making final payment
within the terms and conditions of the contract and within the contract price.
Temp. Reso. #11789
March 8, 2010
Page 4 of 4
Revision 1 May 18, 2010
SECTION 5: All resolutions or parts of resolutions in conflict herewith are
hereby repealed to the extent of such conflict.
SECTION 6: If any clause, section, other part or application of this Resolution
is held by any court of competent jurisdiction to be unconstitutional or invalid, in part or
application, it shall not affect the validity of the remaining portions or applications of this
Resolution.
SECTION 7:
passage and adoption.
2010.
This Resolution shall become effective immediately upon its
PASSED, ADOPTED AND APPROVED this
f11MAR1ON---SWF;NS6N, Wwr
I HEREBY CERTIFY that
I have approved this
RESOLUTION as to form.
VM#�A � SJ5�4l `0-'
SAMU . GO
CITY ATTORNEY
CUday of ,
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BETW TALABISCO
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Record of COMMISSION VOTE:
MAYOR TALABISCO
DIST 1: COMM BUSHN L
DIST 2: COMM ATKINS-GRA
DIST 3: COMM GLASSER
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TASK AUTHORIZATION NO. 10-02E - REVISION 2 "EXHIBIT 1"
SCOPE OF SERVICES TR #11789
FILTER BACKWASH WATER RECOVERY BASIN
INTRODUCTION
On March 11, 2009, Eckler Engineering met with the City of Tamarac to discuss the washwater
recovery basin improvements planned for the CITY's Water Treatment Plant. The general scope
of this project is preliminary design, preparation of drawings and specifications and engineering
services during the construction phase of this project. This project will also be coordinated with and
include applicable recommendations from the CITY's Water Master Plan, dated January 22, 2009.
In accordance with our project planning meeting and discussions, the following design scope is
recommended and included in this project proposal:
1. New reinforced concrete filter washwater recovery basin. The anticipated design
criteria for this structure shall be as follows:
► Estimated design volume of 350,000 gallons.
► Incorporate washwater recovery return pumping systems into the structure.
► Incorporate sludge collection and sludge transfer pumping into the structure.
Sludge transfer pumps will discharge initially to a portion of the existing lime
sludge holding pond. In the future, these pumps will discharge to proposed
lime sludge thickener(s).
► Estimated washwater recovery basin detention time of 14.5 hours.
► All design parameters for the proposed washwater recovery basin will need
to be finalized during the preliminary design phase of this project.
2. New washwater recovery basin return pumps. These pumps will be utilized to
return decanted water from the washwater recovery basin back to the Accellator
lime softening units. The capacity of these pumps will need to be finalized during
the preliminary design phase of this project.
3. New lime sludge recovery pumps. These pumps will transfer settled sludge for the
washwater recovery basin to either the lime sludge storage pond or future lime
sludge thickeners. The capacity of these pumps will be determined during the
preliminary design phase.
4. New backwash drain, washwater return, and lime sludge piping improvements to
facilitate the new washwater recovery basin installation.
5. New raceways for proposed electrical loads and instrumentation needs.
6. Coordinate and provide control strategies for modifications to the CITY's existing
SCADA system to incorporate the new washwater recovery basin, return pumping
system revisions and lime sludge pumping revisions.
Page 1 of 16
7. Newfield instruments for the revised operations including level transducer(s), floats,
and other field instruments as necessary for a properly functioning instrumentation
and control system.
8. Yard piping modifications and improvements to facilitate the new washwater
recovery basin and pumping systems.
In preparation of this scope of services the assumption has been made that
washwater from the filters can be conveyed by gravity to the location of the
washwater recovery basin. The scope of services does not include improvements
related to pumping of wash water to the yet to be determined washwater recovery
basin location.
9. Provide new electrical power distribution from new MCC-B to facilitate the proposed
improvements.
10. Design of general aesthetic and site work to be included at this site including but not
limited to the following:
► General site cleanup and restoration.
► Painting of exterior walls piping, conduits, and miscellaneous items that are
disturbed by the progress of the work.
► Architectural improvements related to scope of work.
► Miscellaneous site work improvements inclusive of grading, sidewalks,
pavement restoration and sodding.
The preliminary task order Opinion of Probable Construction Cost for the above referenced
improvements is estimated at $ 966,000 to $1,208,000. (These figures represent the budget cost
range and cannot be warranted due to market construction cost conditions.)
The engineering tasks associated with this project are presented below:
ARTICLE 1 - SCOPE OF SERVICES
Design Phase
Task D1- Project Administration/Management
This task focuses on the administration of the project including project setup, client interface and
general project management and administration.
Task D2 - Data Evaluation and Preliminary Design
This task focuses on obtaining the necessary preliminary information required to prepare detailed
engineering plans and specifications.
A. Meet with appropriate CITY staff to discuss project requirements.
B. Visit the site and review pertinent features that may impact design and/or
construction.
Page 2 of 16
C. Collect data available for the existing facilities, including field conditions, record
drawings, connection locations, and information on other potentially impacted
utilities.
D. Prepare scope of services, coordinate and complete geotechnical work as may be
applicable.
E. Prepare scope of services, coordinate and complete additional topographic survey
as may be applicable.
Task D3 - Preliminary Design Report (Memorandum)
This task consists of the appropriate level of engineering to analyze and prepare final design
requirements for this project.
A. Evaluate the data assembled under Task D2 for the establishment of the final
design criteria for the proposed revisions.
B. Prepare a preliminary design memorandum for this project. The preliminary design
report (memorandum) will be prepared for this project in accordance with Florida
Department of Environmental Protection Rules FAC Chapter 62-555. The report
(memorandum) shall detail all proposed modifications at the facility.
Preliminary design requirements for all system components to be modified or
completed as part of this project will be presented as part of the Preliminary Design
Report (memorandum). These improvements will include civil, structural,
architectural, electrical, mechanical, and instrumentation requirements.
C. The preliminary design memorandum shall include 50% complete drawings and
specifications.
D. Prepare a preliminary opinion of probable construction cost for the improvements
proposed for this project.
E. Meet with appropriate CITY staff to discuss and finalize the project design and
parameters.
Task D4 - Drawings and Engineering
This task consists of the engineering and the development of plans necessary to construct this
project.
A. Prepare detailed drawings for the proposed work discussed previously within this
Exhibit. A tentative list of final design drawings to be developed for this project is
presented in Table 1. Drawings will be prepared using drafting standards and
standard details as developed by Eckler Engineering, Inc.
Task D5 - Specification Preparation
Page 3 of 16
This task consists of the preparation of specifications necessary to construct this project.
A. ENGINEER shall prepare technical specifications required forthis project in Division
1 through Division 16. These specifications, utilizing the CSI format, will be
prepared and will consist of written technical descriptions and materials, equipment
and construction systems, standards and workmanship required for this project as
developed by Eckler Engineering. A tentative list of specification sections to be
prepared for this project is presented in Table 2.
B. The City of Tamarac standard bidding requirements, contract forms and
miscellaneous forms/information required for this project shall be utilized.
Consultant shall provide the City of Tamarac with project specific information for the
preparation of bidding and contract documents required for this project.
Task D6 - Permit Preparation Assistance
This task consists of preparing the following permit application submittals:
A. Broward County Health Department (BCHD)/ Florida Department of Environmental
Protection (FDEP) permit to construct minor WTP improvements.
Any additional permits required beyond the above will be considered as outside the scope of this
proposal.
Task D7 - Final Opinion of Probable Construction Cost
Prepare the 50%, 90%, 100%, and final levels of Opinion of Probable Construction Cost for new
facilities and improvements proposed under this project.
Task D8 - Bidding Assistance Services
This task shall include work necessary to assist CITY with the bidding of this project. This work
may include the following:
A. Assist with the coordination of the bidding documents and the advertisement for bid
and respond to communication from contractors and issue addenda information as
required. Provide up to twenty (20) sets of bid documents for distribution by the
CITY to potential bidders.
B. Attend the pre -bid meeting and distribute the minutes of the meeting to bidders.
C. Respond to written questions by potential bidders and, if needed, assist the CITY
in issuing addenda.
D. Attend the bid opening and tabulate the bids as provided by interested contractors.
Task D9 - Bid Evaluation and Recommendation of Award Assistance
This task shall consist of the review and evaluation of the bids and the recommendation of a bidder
for award of contract to the CITY.
Page 4 of 16
Task D10 - Submit and Review (Quality Control)
The ENGINEER will make the following submittals at various completion levels of this project for
the purpose of CITY's review and comment for coordination and quality control. A review meeting
will be requested following each submittal to discuss and receive comments from CITY. The
CITY's comments shall be incorporated into revisions prior to the next subsequent quality control
submittal. Quality control submittals for this project are anticipated at the following completion
levels:
A. Preliminary Design Report (memorandum) and 50% Drawings and Specifications.
B. 90% Drawings and Specifications.
C. 100% Drawings and Specifications.
The ENGINEER will incorporate the agreed -upon revisions made by the CITY.
A total of three (3) meetings with the CITY is the level of effort for this Task.
Construction Phase
A scope of services proposal for engineering services during construction will be developed at a
later date when requested by the City of Tamarac.
Project Deliverables
Project deliverables for the project design and construction phases shall be in accordance with
Table 4, attached.
ARTICLE 2 - DATA OR ASSISTANCE TO BE PROVIDED BY CITY
A. Provide assistance with regulatory agencies and payment of all applicable
permitting fees.
B. Provide ENGINEER with assistance in locating existing facilities, when requested.
C. Provide general project review, where required.
D. Provide copies of existing facility record drawings.
E. Provide copies of existing SCADA system as-builts.
F. Attendance at project meetings.
ARTICLE 3 - TIME OF COMPLETION
Table 3 provides the preliminary project schedule based on days from the receipt of the
Authorization to Proceed.
Page 5 of 16
ARTICLE 4 - PAYMENT AND COMPENSATION
As consideration for providing the services enumerated in Article 1, the CITY shall pay the
ENGINEER fees as described below:
A. Design Phase
For the services enumerated in Article 1, Tasks D1 through D10, the lump sum fee
of $ 93,000.00.
These fees have been determined in accordance with the scope of work breakdown
attached as Table 5.
The fee does not include the provision of the following items:
1. Preparation of permit submittal applications to the City of Tamarac Building
Department.
2. Any expert witness or testimony services.
3. Design of improvements to the existing emergency and primary power
systems.
4. Any hydrogeologic work required for the design of dewatering systems or
the evaluation of the impact on construction dewatering systems for
contamination sites within a quarter mile radius of the project site.
5. Landscaping and irrigation system designs.
6. Design of washwater pumping system improvements to transfer washwater
from the existing filters to the washwater recovery basin location. Should,
through the course of design it be determined that the gravity option for
conveyance washwater is not possible, then the design of pumping systems
for conveyance of wash water will require an appropriate engineering fee
adjustment for design.
7. Payment of permit fees.
8. Preparation of permit submittal applications to the City of Tamarac Building
Department.
9. Services not specifically indicated in this Task Authorization.
(Remainder of page left blank intentionally.)
Page 6 of 16
ARTICLE 5 - AUTHORIZATION
In WITNESS WHEREOF, the parties have made and executed this Agreement on the respective
dates under each signature. CITY OF TAMARAC, signing by and through its Mayor and City
Manager, and CONSULTANT, signing by and through its President, duly authorized to execute
same.
ATT T:
Marion Swenson, CM
City Clerk
J A
Date
ATTEST:
- Douo���
(Corporate Secretary)
Donald A. Eckler
Type/Print Name of Corporate Secy.
(CORPORATE SEAL)
Page 7 of 16
CITY OF TAMARAC
Beth Fla nsbau m-Ta labilgco, Mayor
o o
Date .
Jeffi ee�L Viller, City Manager
Date
Approved as to form and legal
suffici
Sam Oren, ity orney
.M?- (/d-
Date
Eckler Engineering, Inc.
Company Name
OAK
Signature of President/Owner
Donald A. Eckler. P.E.
Type/Print Name of President/Owner
.4/2-7/10
Date
CORPORATE ACKNOWLEDGMENT
STATE OF Florida
SS
COUNTY OF Broward
I HEREBY CERTIFY that on this day, before me, an Officer duly authorized in the State aforesaid
and in the County aforesaid to take acknowledgments, personally appeared Donald A. Eckler, of
Eckler Engineering. Inc., a Florida Corporation, to me known to be the person(s) described in and
who executed the foregoing instrument and acknowledged before me that he executed the same.
WITNESS my hand and official seal this day of , 2010.
Signature of Notary Public
.......... ....uu.....uuu.uu.....
State of Florida at Large
LINDA C. FRACASSO
Comm# DD0855027
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X DID NOT take an oath
Y:\Documents\Tamarac\BD\WTP WashWater Recovery Basin Addition\Revision 2\Task Auth 10-02E.wpd
Page 8 of 16
TABLE 1
FILTER BACKWASH WATER RECOVERY BASIN
TENTATIVE LIST OF PROJECT DRAWINGS
Drawing
Sheet No. Title
General
Cover sheet
G-1
Index to Drawings and Project Location Map
G-2
General Notes and Abbreviations
G-3
Mechanical Legends and Symbols
G-4
Architectural and HVAC Legends
G-5
Process and Instrumentation Legend
G-6
Electrical Notes and Legends
G-7
Overall Plant Flow Schematic
G-8
Design Criteria (Sheet 1)
G-9
Design Criteria (Sheet 2)
Civil
C-1
Site Survey (Sheet 1 of 3)
C-2
Site Survey (Sheet 2 of 3)
C-3
Site Survey (Sheet 3 of 3)
C-4
Overall Site Plan and Boring Locations
C-5
Paving and Grading Plan Key Map
C-6
Paving and Grading Site Plan (Sheet 1)
C-7
Paving and Grading Site Plan (Sheet 2)
CD-1
Standard Details - Civil
CD-2
Standard Details - Civil
Architectural
A-1 Finish Schedules
Structural
S-1
Washwater Recovery Basin Foundation Plan
S-2
Washwater Recovery Basin Top Plan
S-3
Washwater Recovery Basin Sections
S-4
Washwater Recovery Basin Sections and Details
SD-1
Standard Details - Structural
SD-2
Standard Details - Structural
Mechanical
Page 9 of 16
M-1
Piping Schedule and General Mechanical Notes
M-2
Hydraulic Profile
M-3
Yard Piping Demolition Plan
M-4
Yard Piping Key Map
M-5
Yard Piping Plan (Sheet 1)
M-6
Yard Piping Plan (Sheet 2)
M-7
Yard Piping Details
M-8
Washwater Recovery Basin Equipment Plan
M-9
Washwater Recovery Basin Sections
M-10
Washwater Recovery Basin Sections and Details
MD-1
Standard Details - Mechanical
MD-2
Standard Details - Mechanical
MD-3
Standard Details - Mechanical
MD-4
Standard Details - Mechanical
Instrumentation
1-1 Overall Plant Process Schematic
1-2 Process and Instrumentation (Sheet 1)
ID-1 Standard Details - Instrumentation and Controls
Electrical
E-1
Electrical Site Demolition Plan
E-2
Electrical Site Installation Plan
E-3
New Washwater Recovery Basin Electrical Plan
E-4
New Washwater Recovery Basin Lighting and Grounding Plan
E-5
Existing MCC -A Modifications
E-6
Existing MCC-B Modifications
E-7
PLC Arrangement Diagram
E-8
Washwater Recovery Basin Control Panel
E-9
Existing PLC 1/0 Modifications (Sheet 1)
ED-1
Standard Details - Electrical
ED-2
Standard Details - Electrical
ED-3
Standard Details - Electrical
(Remainder of page left blank intentionally)
Page 10 of 16
TABLE 2
FILTER BACKWASH WATER RECOVERY BASIN
TENTATIVE LIST OF PROJECT SPECIFICATIONS
SECTION NO. TITLE
PART 1 BIDDING REQUIREMENTS
(These documents provided by City Purchasing Division)
PART 2 CONTRACT FORMS
(These documents provided by City Purchasing Division)
PART 3 MISCELLANEOUS FORMS/INFORMATION
(These documents provided by City Purchasing Division)
PART 4 SPECIFICATIONS
Division 1 - General Requirements
01005
General Requirements
01010
Summary of Work
01050
Field Engineering
01200
Project Meetings
01300
Submittals
01400
Quality Control
01500
Construction Facilities and Temporary Controls
01505
Mobilization/Demobilization
01700
Contract Closeout
01720
Project Record Documents
01730
Operation and Maintenance Data
01740
Warranties and Bonds
Division 2 - Sitework
02072
Demolition
02200
Earthwork
02500
Restoration and Cleanup
02510
Asphaltic Pavement and Base
02630
Concrete Sidewalks, Drives and Curbs
Division 3 - Concrete
03100 Formwork
03200 Concrete Reinforcement
Page 11 of 16
03251 Expansion and Construction Joints
03300 Concrete
03600 Grout
Division 4 - Masonry - Not Used
Division 5 - Metals
05500 Fabricated Metalwork and Castings
05520 Handrails and Railings
Division 6 - Wood and Plastic
06611 Fiberglass Weir Plates
Division 7 - Thermal and Moisture Protection
07900 Sealants
Division 8 - Doors and Windows - Not Used
Division 9 - Finishes
09900 Protective Coatings
Division 10 - Specialties - Not Used
Division 11 - Equipment
11310 Submersible Non -Clog Pumps - General
11310-1 Submersible Non -Clog Pumps - Specific
11310-2 Submersible Non -Clog Pumps - Specific
Division 12 - Not Used
Division 13 - Special Construction
13700 Process Instrumentation and Controls
13710 Programmable Logic Controller
13711 Existing PLC/SCADA System Modifications
13712 Local HMI Development
Division 14 - Conveying Systems - Not Used
Division 15 - Mechanical
15005 Ductile Iron Pipe (Water)
15029 Testing and Disinfection (Pipelines, Structures and
Equipment)
15050 Fire Hydrants
Page 12 of 16
15087
Fabricated Slide Gates
15100
Manually Operated Valves
15105
Self -Contained Automatic Process Valves
15400
Plumbing
Division 16 - Electrical
16000
Electrical General Requirements
16001
Electrical Demolition
16050
Basic Materials and Methods
16110
Lightning Protection
16921
480 - Volt Motor Control Center
Appendices
Appendix A - Report of Geotechnical Exploration
(Remainder of this page left blank intentionally.)
Page 13 of 16
TABLE 3
FILTER BACKWASH WATER RECOVERY BASIN
PRELIMINARY PROJECT SCHEDULE
Time to Cumulative Time
Activity
Complete
To Complete
(Days)
(Days)
1.
Notice to Proceed
0
0
2.
Site Visit/Information Gathering/Topographic
Survey/Geotechnical
30
30
3.
Preliminary Design Memorandum (50% Submittal)
45
75
4.
Receive CITY Comments.
14
89
5.
Submit 90% Drawings and Specifications
30
119
6.
Receive CITY Review Comments
14
133
7.
Submit 100% Drawings and Specifications
21
154
8.
Receive CITY Review Comments
14
168
9.
Submit Final Plans and Specifications along with
21
189
permit applications and final cost opinion
10.
Regulatory Permitting Phase
30
219
11.
Bidding and Award Phase
60
279
12.
Construction Phase (Final)
240
519
13.
Project Closeout
30
549
Detailed schedule will be provided upon receipt of authorization to proceed and will include specific
submittal dates.
(Remainder of page left blank intentionally.)
Page 14 of 16
TABLE 4
FILTER BACKWASH WATER RECOVERY BASIN
LIST OF PROJECT DELIVERABLES
DESIGN PHASE
A. 50% Design Submittal
• Three (3) copies of Preliminary Design Report (memorandum).
• Three (3) sets of 11" x 17" Drawings, 50% Complete
• Three (3) set of Specifications, 50% Complete
• 50% Completion Estimate of Probable Construction Cost
B. 90% Design Submittal
• Three (3) copies of Preliminary Design Report (memorandum).
• Three (3) sets of 11" x 17" Drawings, 90% Complete
• Three (3) set of Specifications, 90% Complete
• 90% Completion Estimate of Probable Construction Cost
C. 100% Design Submittal
• Three (3) copies of Preliminary Design Report (memorandum).
• Three (3) sets of 11" x 17" Drawings, 100% Complete
• Three (3) set of Specifications, 100% Complete
• 100% Completion Estimate of Probable Construction Cost
D. Final Design Submittal
• Project Final Documents including drawings on 22" x 34" sheets and project specifications
on 8-1/2" x 11" sheets for use and distribution by CITY. Twenty (20) sets of project
documents, final completion.
• Completed permit application and exhibits for signatures by CITY officials (permit fees to
be paid by ENGINEER). Signed and sealed drawings for permit submittal shall be
provided by ENGINEER.
• Specific bid information including a line item unit breakdown for the project for use by the
CITY's Purchasing Division for preparation of bid documents.
Page 15 of 16
• Final estimate of probable construction cost.
BIDDING SERVICES (Part of Design Phase)
A. Pre -Bid.
• Addenda, as required to the CITY and/or Contractors.
B. Post Bid.
• Bid Tabulation, 2 copies.
• Recommendation of Award Letter. The CITY will award contract and issue Notice of
Award.
(Remainder of page left blank intentionally.)
YADocuments\Tamarac\BD\WTP WashWater Recovery Basin Addition\Revision 2\Task Auth 10-02E.wpd
Page 16 of 16
CITY OF TAMARAC
FILTER BACKWASH WATER RECOVERY BASIN
TASK AUTHORIZATION NO. 10-02E (REVISION 2)
TABLE 5
1. DESIGN PHASE
DATE: April 27, 2010
TASK DESCRIPTION
PERSONNEL
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D1
Project Administration / Management
9
9
D2
Data Evaluation and Preliminary Design
8
8
2
D3
Preliminary Design Report
7
24
9
D4
Drawings and Engineering
24
20
225
D5
Specification Preparation
24
18
16
D6
Permit Preparation Assistance
4
4
4
D7
Final Opinion of Probable Construction
Cost
2
4
D8
Bidding Assistance Services
2
2
4
D9
Bid Evaluation and Recommendation of
Award Assistance
2
2
2
Submit and Review (Quality Control)
8
8
4
LD10
D11
Not Used
D12
Not Used
Total Hours
Rate
Sub -Total Labor
9
81
0
0
90
0
2251
01
0
0
50
$216.00
$186.00
$0.00
$93.00
$87.00
$73.00
$87.00
$0.00
$75.00
$105.00
$79.50
$1,944.00
$15,066.00
$0.00
$0.00
$7,830.00
$0.00
$19,575.00
$0.00
$0.00
$0.00
$3,975.00
TOTAL DESIGN PHASE LABOR $48,390.00
11. REIMBURSABLE EXPENSES DESIGN PHASE
EXPENSE
ITEM
EXPENSE TYPE
UNIT
No. OF UNITS
COST PER UNIT
TOTAL COST
1
REPRODUCTION
SET
20
$75.00
$1,500.00
2
PHOTOCOPIES
EA
1,000
$0.20
$200.00
PLOTTING
3
22 X 34 (SET UP)
EA
58
$15.00
$870.00
11 X 17 (SET UP)
EA
116
$3.00
$348.00
TRAVEL
4
MILEAGE
MILE
210
$0.55
$115.50
TOLLS
EA
0
$0.00
$0.00
SUBCONSULTANTS
SURVEY
LS
1
$4,400.00
$4,400.00
ELECTRICAL
LS
1
$22,000.00
$22,000.00
5
STRUCTURAL
LS
1
$10,450.00
$10,450.00
GEOTECHNICAL
LS
1
$5,005.00
$5,005.00
HYDROGEOLOGIC
LS
0
$0.00
$0.00
PERMIT FEES
LS
0
$0.00
$0.00
HVAC
LS
0
$0.00
$0.00
TOTAL DESIGN PHASE EXPENSES $44,888.50
GRAND TOTAL $93,000.00
Y:\D000MENTS\Tamarsc\442.C1 Design Scope