2002-24831 Reso
RESOLUTION NO. 2002-24831
A RESOLUTION OF THE MAYOR AND CITY
COMMISSION OF THE CITY OF MIAMI BEACH,
FLORIDA, AUTHORIZING THE MAYOR AND CITY CLERK
TO EXECUTE AMENDMENT NO. 11 TO THE
AGREEMENT WITH CAMP, DRESSER, AND MCKEE,
INC. (CDM) TO PROVIDE ENGINEERING SERVICES FOR
A WATER AND SEWER MASTER PLAN; SAID
AMENDMENT, IN THE AMOUNT OF $329,000,
PROVIDING FOR THE DESIGN AND CONSTRUCTION
DOCUMENTS FOR TWO NEW WATER TANKS AND A
NEW RE-PUMP STATION AT THE 25TH STREET PUBLIC
WORKS YARD; AND FURTHER APPROVING AND
APPROPRIATING FUNDS, IN THE AMOUNT OF $329,000,
AVAILABLE IN THE $59 MILLION WATER AND SEWER
BONDS FUND NO. 426; APPROVING AND
APPROPRIATING FUNDS TO AMEND THE EXISTING
CONTRACT WITH CDM FOR SUPPLEMENTAL
ENGINEERING SERVICES, AS NEEDED, IN AN AMOUNT
UP TO $29,960, ALSO AVAILABLE IN THE $59 MILLION
WATER AND SEWER BONDS FUND NO. 426.
WHEREAS, on December 1, 1993, the Mayor and City Commission approved
Resolution No. 93-20981, authorizing the Mayor and City Clerk to execute an
Agreement between the City and Camp Dresser & McKee, Inc. (CDM) to provide
engineering services for the development of a water system master plan; and
WHEREAS, in 1995, following the preparation of the water and sewer master
plan and a water rate study, a $59 million Water and Sewer Revenue Bond issue was
authorized by the City Commission, the bonds would be used to implement a program
to upgrade the City's water and sewer systems; and
WHEREAS, the City's water and sewer master plan identified the need to replace
the two steel potable water tanks and a re-pumping facility at the 25th Street Public
Works Facility; and
WHEREAS, the current remaining water tank and re-pumping facility consist of
equipment and structures that well exceeded their design life cycle; one of the two
potable water tanks that occupied the site has been demolished due to concems of its
structural integrity; and
WHEREAS, the existing re-pumping facility currently operates with only one
pump in service, due to an electrical fire that destroyed the other pumping and electrical
equipment; and
WHEREAS, these facilities are needed to provide reliable potable water service
to the customers of the City's water distribution system; and
WHEREAS, because of CDM's familiarity and expertise with the City's water
distribution system, the City has, in past years, amended its Agreement to provide
additional professional engineering services to the City relative to these issues; and
WHEREAS, the Administration now requests that the Mayor and City
Commission approve Amendment No. 11 to the Agreement, for engineering design, and
permitting services, and for supplemental services, and increase the compensation
therein to CDM for these services by $329,000, and by $29,960, respectively.
NOW THEREFORE, BE IT DULY RESOLVED BY THE MAYOR AND CITY
COMMISSION OF THE CITY OF MIAMI BEACH, FLORIDA, that the Mayor and City
Commission authorize the Mayor and City Clerk to execute Amendment No. 11 to the
Agreement with Camp, Dresser, and McKee, Inc. (CDM) to provide engineering
services for a water and sewer master plan; said Amendment, in the amount of
$329,000, providing for the design and construction documents for two new water tanks
and a new re-pump facility at the 25th Street Public Works Yard; approving and
appropriating funds, in the amount of $329,000, available in the $59 Million Water and
Sewer Bonds Fund No. 426; and further approving and appropriating funds to amend
the existing contract with CDM for supplemental engineering services, as needed, in an
amount up to $29,960, also available in the $59 Million Water and Sewer Bonds Fund
No. 426.
PASSED and ADOPTED this 8th day of May,
ATTEST:
~6~~
CITY CLERK
APPROVED AI 10
FORM & LANGUAGI
& FOR EXECUTION
F:\WORK\$ALLIREOOICKIP W Vard Water Tanks & Pu"", StationlMen'CSIRES1 - COM Servlcas 2.doc
CITY OF 'MIAMI" BEACH
COMMISSION ITEM SUMMARY
m
Condensed Title:
A resolution to amend the current agreement (Amendment NO.1 0) with Camp Dresser & McKee, Inc. to
provide engineering design and permitting services in the amount of $329,000 and supplemental
engineering services in the amount of $29,960, for two 3 million gallon water tanks and a new water re-
pump station in the 25th Street Public Works Facility.
Issue:
Should additional engineering services for the replacement of the damaged re-pump station and a
structurally unsound steel water tank with a new re-pump station and two reinforced concrete water tanks
be approved.
Item Summary/Recommendation:
The existing steel water tank and re-pump station, at the 25th Street Public Works Yard is proposed to be
replaced by two 3 million gallon pre-stressed concrete tanks and a new re-pump facility. The existing
facilities are obsolete and badly in need of replacement. Engineering services necessary to complete the
project were anticipated to be obtained incrementally. This resolution adds the engineering services
necessary to move the project forward. The services are not currently within the engineers contract.
Approval is recommended.
Advisory Board Recommendation:
IN/A
Financial Information:
Amount to be expended:
Source of
Funds:
I~
$358,960
F:\CMGR\$ALL\AGENDAS\CDM Services ~ r PW Yard Water Tank Summary.doc
AGENDA ITEM
DATE
C7C.
s:- 8'-0 ;)...
CITY OF MIAMI BEACH
CITY HALL 1700 CONVENTION CENTER DRIVE MIAMI BEACH, FLORIDA 33139
www.cLmiami-beach.fl.us
To:
From:
Subject:
COMMISSION MEMORANDUM
Mayor David Dermer and Date: May 8, 2002
Members of the City Commission
Jorge M. Gonzalez \ _ 1 ~
City Manager 0 f/" D
A RESOLUTION OF THE MAYOR AND CITY COMMISSION OF THE CITY
OF MIAMI BEACH, FLORIDA, AUTHORIZING THE MAYOR AND CITY
CLERK TO EXECUTE AMENDMENT NO. 11 TO THE AGREEMENT WITH
CAMP, DRESSER, AND MCKEE, INC. (CDM) TO PROVIDE
ENGINEERING SERVICES FOR UPGRADING SEWER AND WATER
PUMPING STATIONS; SAID AMENDMENT, IN THE AMOUNT OF
$329,000, PROVIDING FOR THE DESIGN AND CONSTRUCTION
DOCUMENTS OF TWO NEW WATER TANKS AND A NEW PUMP
STATION AT THE 25TH STREET PUBLIC WORKS YARD; FURTHER
APPROVING AND APPROPRIATING FUNDS, IN THE AMOUNT OF
$329,000, AVAILABLE IN THE $59 MILLION WATER AND SEWER
BONDS FUND NO. 426; AND FURTHER APPROVING AND
APPROPRIATING FUNDS TO AMEND THE EXISTING CONTRACT WITH
CDM FOR SUPPLEMENTAL ENGINEERING SERVICES IN AN AMOUNT
UP TO $29,960, ALSO AVAILABLE IN THE $59 MILLION WATER AND
SEWER BONDS FUND NO. 426.
ADMINISTRATION RECOMMENDATION
Adopt the Resolution.
ANALYSIS
On July 8, 1992, the City Commission approved Resolution No. 92-20540 authorizing the
Mayor and the City Clerk to execute an agreement between the City and Camp, Dresser
and McKee, Inc., (CDM) to provide engineering services to upgrade sewer and water
pumping stations. The contract documents included provisions for the addition of
incremental phases to the contract by amendment. Because of CDM's familiarity and
expertise with the City's water and sanitary sewer system, the City has, in subsequent
years, amended this original contract with CDM to provide additional professional
engineering services to the City.
On December 1, 1993, the City Commission passed Resolution No. 93-20981 authorizing
the Mayor and City Clerk to execute an agreement between the City of Miami Beach and
CDM to provide engineering services for the development of a water system master plan.
I
Commission Memorandum
May 8, 2002
Page 2
In 1995, following the preparation of the water and sewer master plan and a water rate
study, a $59 million water and sewer revenue bond issue was authorized by the City
Commission. The bonds would be used to implement a program to upgrade the City's
water and sewer systems.
Because of the magnitude of the program and the long lead time for the planning and
design of the improvements, the Agreement with COM provided for the on-going evaluation
and control of the terms and conditions of the required work through the approval of
amendments authorizing work already included in the scope of the Agreement. The water
and sewer master plan identified the need to replace the two potable water tanks and re-
pumping Facilities at the 25th Street Public Works Facility.
The current facilities consist of equipment and structures that well exceeded their design
life cycle. One of the two steel potable water tanks that occupied the site has been
demolished due to concerns of its structural integrity. The floor of the remaining steel water
tank has begun to buckle and the bracing for the rooftrusses are corroding. The existing
re-pumping station currently operates with only three of the needed four pumps due to an
electrical fire that destroyed the other pumping and electrical equipment. The new water
tanks and re-pump facility are needed to provide adequate fire protection in the southern
part of the City by providing sufficient pressure in the City's water mains which would be
accessed through fire hydrants by the City's Fire Department. The new water tanks will
also assure reliable potable water service to customers in the southern part of the City.
The proposed facilities will replace the remaining steel tank and pump station with two 3
million-gallon pre-stressed concrete tanks and a re-pumping facility. Concrete tanks were
chosen because of the intensive maintenance needs of steel tanks due to the constant
threat of corrosion. Also, steel generates higher temperatures than concrete inside the
water tanks. The higher temperatures promote greater bacteria growth, which in turn
requires more monitoring and treatment of the water to prevent the bacteria growth from
reaching unsafe levels. The re-pump facility will contain emergency generator capacity to
provide stand-by electrical power to the facilities in case of a power outage. The entire
facility will be connected to the City's new telemetry system to provide supervisory control
and remote data acquisition of the status of the facility from the City's central control room.
Without these proposed improvements the City will not be able to maintain adequate water
resources to the southern portion of the City.
In addition to the needs identified above, the Fire Station 2 Project is dependent upon the
completion of the water tanks project and for this reason was added to the JASCO
construction manager-at-risk contract. While some of this critical nature was mitigated
through the temporary access agreement secured through the Miami Beach High School
Property, the two projects remain intertwined due to the close proximity of the sites. To
address this issue in a timely fashion it is recommended that the Agreement with COM be
amended to add the design of the two water tanks and the re-pump station to its
agreement. CDM included the two water tanks and the re-pump station in their Master
Commission Memorandum
May 8, 2002
Page 3
Plan and are very familiar with this project and with the City's water and sewer system.
This project represents Amendment No. 11 to CDM's Agreement with the City to provide
engineering services. A review of previous amendments indicates that this type of work
has been routinely performed by CDM and added as an amendment in the past. It should
also be noted that CDM designed the two tanks at the southwest corner of 75th Street and
Dickens Avenue, near Biscayne Elementary. These two tanks are smaller than those
designed there.
The City's desire to continue amending the original Agreement reflects CDM's unique
knowledge of the City's water and sewer system. This knowledge was acquired by
analyzing the City's water and sewer system and creating a water and sewer master plan.
This approach has the added advantage of having one engineering firm assume the
responsibility for insuring that the final design of water and sewer facilities are consistent
with the master plan.
A permanent funding source for this proposed work has yet to be identified. Until a
permanent source offunding can be identified, funds for the design phase will come from
the current Water and Wastewater Pump Stations Upgrade Project. The City Commission
appropriated $23,479,190 from the Water and Sewer Bond Fund 436 for the pump stations
up grade project. On February 3,1999 the City Commission awarded Felix Equities, Inc., a
contract in the amount of $17,692,568 for the pump stations upgrade project, of which the
City has been invoiced approximately 34% of the contract amount, leaving approximately
$11,677,095 to complete the project. Completion date is estimated for January 2004. Of
the original $23,479,190 appropriated for the pump stations upgrade project, $5,786,622
remained after the contract was awarded and may be a potential source of funding to
replace the funds borrowed from the pump stations upgrade project. Once a permanent
funding source has been identified, funds will be transferred back to the Water and
Wastewater Pump Stations Upgrade Project.
CONCLUSION:
It is recommended that the City Commission approve the resolution authorizing the Mayor
and City Clerk to execute Amendment No. 11 to the agreement between the City of Miami
Beach and Camp Dresser & McKee, Inc. for engineering design and permitting services in
the amount of $329,000 and $29,960 for any supplemental engineering services for the
construction ofthe re-pumping facility and two 3 million gallon water tanks atthe 25th Street
Public Works Yard Facility.
JMG/RMITH/JEChlWR
T:\AGENDA\2002\MAY0802\REGULARICDM Services for PW Yard Water Tank2.doc
(/
CITY OF MIAMI BEACH CONSULTANT SERVICE ORDER
Service Order No. _ for Consulting Services
TO:
Camp Dresser & McKee Inc.
800 Brickell Avenue, Suite 710
Miami, Florida 33131
DATE:
April 18. 2002
RE:
Amendment No. 11
Pursuant to the Agreement between City of Miami Beach (CITY) and Camp Dresser & McKee
Inc., (CDM) for Professional Services for Water System Master Plan and Program Management
of Citywide Infrastructure Improvements (''the Agreement"), you are directed to provide the
following services:
Design permittiru!: and biddinr services for 25th Street Ground StoI'lU!:e Tanks and RepUIllPing
Facilities consisting oftwo new 3 million gallon (3 MG)water storage tanks and a new potable.
water rePUIllPing station.
Project Name: 25th Street Ground Storage Tanks and RepUlllPing Facilities
Calendar days to complete this work: 60 Percent -90 days from receipt ofNTP. 90 Percent -45
days after receipt of review comments.
Preliminary Opinion of Probable Constmction Cost: $4,300,000 - $4,800,0000
Fee for this Service Order:Task 1.5 - 5.0 Lump Sum $329,000
Task 6.0 Not to Exceed $29.960
Total Service Order (NTE) $358,960
Basic Service X Additional Service Reimbursable Expense
lof2
IN WITNESS WHEREOF, the parties hereto caused the Eleventh Amendment to be executed in
their names by the duly authorized officials as of the date first set forth above.
MAYOR DAVID DERMER
ATTEST:
~?~
City Clerk, Robert Parcher
SEAL
CONSULTANT
CAMP DRESSER & McKEE INC.
ATTEST:
~~p ~~
(Signature)
CORPORATE SEAL
Mario J. Marcaccio - Assistant Clerk
Print Name and Title
APPROVED AS TO
FORM & LANGUAGE
& FOR EXECUTION
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2of2
EXHIBIT A
SCOPE OF WORK
FINAL DESIGN AND PERMfITING ASSISTANCE
25TH STREEr GROUND srORAGE TANKS
AND REPUMPING FAOLITIES
INTRODUCIlON
As identified in the City of Miami Beach's Water Master Plan the City requires the
replacement of the two potable water tanks and re-pumping Facilities at its 25th Street Public
Works Facility. The replacement of these tanks and the associated high service pumps has
been detailed in a report titled City of Miami Beach 25th Street Water Storage Tank and
Pump Station Preliminary Design Report (CDM February, 2002).
As described in the report, the current facilities consist of equipment and structures that have
well exceeded their design life cycle. One of the two potable water tanks that occupied the
site has been demolished due to concerns of its structural integrity. The existing re-pumping
station currently operates with only one pump in service due to an electrical fire that
. destroyed the other pumping and electrical equipment. The facilities are needed to provide
reliable potable water service to the customers of the City system.
The proposed facilities will replace the remaining tank with two 3 million gallon (MG)
prestressed concrete reservoirs at the 25m Street site. The existing tank and pump station
structures will be demolished and replaced with the new tanks and re-pumping facilities. The
re-pumping facilities will contain emergency generator capacity to provide stand-by
electrical power to the facilities in case of power outage. The entire facility will be connected
to the City's new SCADA system to provide supervisory control and remote data acquisition
of the status of the facility from the City's new central control room. This scope of work
describes the engineering services required to design and permit the new facilities shown on
Figure 3-1 and as described in greater detail in the following tasks.
TASK 1 FINAL DESIGN
1.1 Prepare detailed drawings for the two 3 MG storage tanks and pumping
station. The project will be limited to the demolition at the existing tank,
preparation of the area of the proposed improvements, two 3 million
gallons prestressed water storage tanks, repump stations and potable water
ancillary support (ie. generator electrical, instrumentation). This scope of
work does not include the design of the parking lot immediately adjacent to
the water tanks or other Public Works Complex site improvements. These
drawings will provide detailed information on the demolitic:m of existing
structures, location of the proposed structures, equipment, buried facilities,
and details necessary to construct the project.
I
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The final design will be based upon the preliminary design prepared in an
earlier authorization approved by the City. The demolition work will be
defined by a general site plan showing structures to be removed, a general
specification outlining the demolition scope of work by structure, and a
schedule of demolition with corresponding special procedUres. Included in
this phase will be the following:
General/ Civil Design
Mechanical Design
Architectural Design
IN AC/Plumbing Design
Instrumentation Design
Electrical Design
Structural Design
A tentative list of final design drawings to be developed for this project is
presented in Table 1.
1.2 Prepare technical specifications, utilizing CSI's sixteen-division, three-part
format, and consisting of written technical description of materials,
equipment, construction system, standards, and workmanship as applied
to this project. These specifications will also include construction contract
administrative procedures in Division 1.
1.3 Coordinate Contract forms and General Conditions for construction
procedures to allow the City to negotiate with the existing on-site
contractor UASCO).
TASK 2
PROTECT /OUALITY MANAGEMENT
This task is comprised of the following three elements, Project Update Meetings, Status
Report, Technical Review Committees (TRq. The CDM project manager will prepare for
and attend status reporting meetings throughout the life of the project. It is estimated that
periodic meetings will be held every month. In addition to the status meetings, a Formal
Technical Review Committee (TRC), comprised of senior specialists, will be formed near the
beginning of the project. These individuals will have no direct involvement in the project
other than their role as technical reviewers. Two formill TRC meetings will be scheduled
over the project duration at which the project team will be required to defend their efforts.
The City's representatives will be invited to attend to participate at the TRC meetings. After
the meetings, the CDM project manager will prepare monthly written progress reports
summarizing activities completed, work remaining, and identifying any problems which are
anticipated.
3
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4I1712llQ2
TABLE 1
25TH STREET STORAGE T ANI< AND REPUMPING FACll.ITIES
Tentative List of Drawings
Drawing
Sheet No.
Title
General
G-O
G-l
G-2
Cover Sheet
Index, and Civil, Legend
Mechanical Symbols and Abbreviations
Civil
C-l
C-2
Aerial Location Plan
Project Site Survey Demolition Plan/Utility Relocation
Plan
Existing Welded Steel Tank Details
Site Plan/Soil Borings/Plot Plan
Tank Site Paving Plan
Site Grading Plan
Yard Piping PIan
Paving & Drainage Details
Miscellaneous Details
Miscellaneous Details
Miscellaneous Details
Miscellaneous Details
C-3
C-4
C-S
C-6
C-7
C-8
CD-l
CD-2
CD-3
CD-4
Landscaping & Irrigation (If Required)
L-l
L-2
1-1
1-2
Landscape Site Plan
Landscape Detail
Irrigation Site Plan
Irrigation Details
Architectural
A-I
A-2
A-3
A-4
A-5
A-6
A-7
Site Plan
Floor PIan
Roof Plan
Elevations
Sections
Wall & partition Types, Finish Schedule & Details
Window & Door Schedules & Details
4
C:1l<MIl676 EXBT A.doc
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A-8
Structural
5-1
5-2
S-3
S-4
5-5
S-6
5-7
S-8
S0-1
Mechanical
M-1
M-2
M-3
M-4
M-5
MD-1
MD-2
MD-3
Plumbing
P-1
P-2
Ventilation
H-1
H-2
H-3
Instrumentation
1-1
1-2
1-3
1-4
ID-1
TABLE 1
(Continued)
Roof & Stair/Step Plan Section & Details
General Notes, Site Plan, Drawing List
First Floor Framing Plan
Roof Framing Plan
Pump Station Plan and Sections
Pump Station Plan and Sections
Schedules
3 MG Storage Tank Plan, Sections and Detail
Pile Foundation
Structural Notes and Details
Pump Station - Plan and Sections
Pump Station - Section and Details
3 MG Water Tanks Valve Boxes and Meter Pit Details
3 MG Water Tank Plans and Details
Fuel Storage Tank
Mechanical Details
Mechanical Details
Pipe Hangers and Supports
Pump Station Plumbing Plan and Details
Sections and Details
Pump Station - HV AC Plan
Pump Station - HV AC Sections
HVACDetaiIs
Notes, Legend and Abbreviation
Process and Instrumentation Diagrams
Instrumentation Loop Diagrams I
Instrumentation Loop Diagrams
Instrumentation Details
5
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TABLE 1
(Continued)
Electrical
E-l
E-2
E-3
E-4
E-5
E-6
E-7
E-8
ED-l
Electrical Symbols and Abbreviations
Electrical Site Plan
MCC Single Line Diagram
MCC Front Views
Elementary Control Diagrams
Pump Station Power Plan
Pump Station Lighting Plan
Lighting Fixture Schedule and Details
Electrical Details
6
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TASK 3
PERMlTIING SERVICES
This task consists of the preparation of necessary construction permit applications, meetings
with various regulatory agencies having jurisdictions on this project, and responding to
requests for additional information after application submittal. Permits or approvals may be
required from the following:
. FlC'rida Department of Health (FOR)
It is assumed that any permitting for improvements of modifications to the existing
stormwater facilities caused by the addition of the tank and pump buildings have been
addressed previously by the site designer. (STA Architectural Group).
In addition to the various construction permits, it is our understanding that the site
improvements have received approval because the proposed improvements replace existing
structures, therefore any decisions regarding aesthetics on architectural treatments to the
site improvements can be made at staff level COM has proposed additional scope for
obtaining approval through the City formal review process if this should become necessary.
TASK 4
CONSTRUCI'ION CONTRACT REVIEW AND NEGOTIAIONS
CDM will review and assist in the negotiations for the construction of the site improvements
designed under this scope of services. COM proposes to conduct and facilitate three
meetings between the City of Miami Beach and the on-site contractor GASCO). The purpose
of these meetings will be to secure a reasonable not to exceed contract price for the
improvements and to evaluate any input of changes proposed by the on-site contractor that
might impact the construction costs at each stage (i.e. 60 percent - Preliminary, 90 percent-
Permit Submittal, 100 percent - Construction) of the design. COM will require one week to
evaluate the cost proposal from the on-site contractor. After the review of the cost proposal,
COM will facilitate a meeting to discuss the proposal and make a recommendation
regarding any proposed changes. A memo documenting each meeting will be prepared
which will include the final recommended construction price as discussed in the meeting
documenting the evaluation of any proposed changes made during each meeting.
TASKS
GEOTECHNICAL
COM, through the use of a specialized geotechnical consultant will acquire information
regarding the surface conditions at the 25th Street site. The subconsultant will acquire 7
standard penetration borings to a depth of 50 feet and prepare a report with foundation
recommendations for the tank and pump station structures.
TASK 6
SPEOAL SERVICES - FORMAL SITE REVIEW PROCFSS/LANDSCAPING
DESIGN
COM understands that inquires had been made to the City of Miami Beach Planning
Department regarding this project. It is our understanding that decisions on this project can
be made at the staff level and do not require that City's formal review process and
7
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landscaping will not be required as part of this design. Should this condition changes CDM
proposes to participate in meeting with various City review boards (e.g. planning, zoning,
historical, etc.) on an hourly not to exceed upper limit basis. Additionally if landscaping is
required as part of this project CDM will include the landscaping design for an additional
$13,440. The design will be limited to creating a visual barrier between the new tanks on the
west side of the site and the schooL
SERVICES DURING BIDDING AND CONSTRUCTION
In this phase of the project, CDM will provide bidding assistance and consulting services
during construction of the facilities for the proposed construction period. These services are
subject to scope and fee negotiation at a later date.
DATA OR ASSITANCE TO BE PROVIDED BY TIlE CITY
1. Site legal description and property boundary survey of the site. Topographic
survey and location of existing above ground structures in the area of the Public
Works Complex.
2. Locations of all existing underground, on-site utilities including as-built drawings
and results of any soft-digs in the area of the proposed improvements.
3. Existing related project drawings, including record drawings of existing facilities
not already available to CDM.
4. Perform a Phase I environmental audit of the site, including asbestos and lead
paint survey of areas to be demolished.
5. Assistance in discussions with regulatory agencies and City boards.
6. Submittal of documents to the various City departments and boards including the
Building Department for review prior to bidding.
PROJECT SCHEDULE
Five copies of preliminary civil/site work drawings C-2, C-3, C-6 and 3 MG storage tank
drawings will be submitted to the City within 45 calendar days after receipt of written notice
to proceed.
Five copies of 60 percent completion plans and specifications will be delivered within 90
calendar days after receipt of written notice to proceed.
Ten copies of 90 percent completion plans and specifications for permitting will be delivered
within 45 calendar days after receipt of City's written review comments and Technical
Review Committee Meeting on the 60 percent documents. Ten copies of 100 'percent
completion plans and specifications for construction will be delivered within 15 calendar
days after receipt of the notice of intend to issue pennit is received from FDEP office.
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PAYMENT AND COMPENSATION
The lump sum fee for Tasks 1.0 through 5.0 inclusive, based on the scope of work presented
shown on Exhibit A is $329,000. CDM shall submit monthly invoices payable on a payment
schedule of basis as follows:
Month
1
2
3
4
5
6
7
8
9
Total IS (Task 1-5)
Payment
$27,000
$32,000
$51,000
$73,000
$73,000
$32,000
$22,000
$14,000
$10,000
$329,000
Deliverable (tentative)
Monthly Status Report
Monthly Status Report
Monthly Status Report
60% Complete P&S
Monthly Status Report
90% Complete P&S
Monthly Status Report
Monthly Status Report
100% Complete P&S
The not to exceed fee for Task 6.0 is $29,960. CDM shall submit monthly invoices based on
our standard billing rate schedule (copy attached) with documentation to support the staff
utilized for this portion of the project if required.
FEE
Thus, the total fee for this work assignment is a not-to-exceed of $358,960 as follows:
Fee for this Service Order:Task 1.5 - 5.0 Lump Sum
Task 6.0 Not to Exceed
Total Service Order (NTE)
$329,000
$29,960
$358,960
9
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