96-22139 RESO
RESOLUTION NO. 96-22139
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. 7 TO THAT CERTAIN
AGREEMENT BY AND BETWEEN THE CITY OF MIAMI
BEACH AND CAMP DRESSER & MCKEE INC., DATED
JUL Y 21, 1992, FOR PROFESSIONAL SERVICES FOR THE
UPGRADE OF SEWER AND WATER PUMPING STATIONS
AND FOR THE DESIGN OF A NEW WATER PUMPING
STATION ON MACARTHUR CAUSEWAY, PROVIDING FOR
THE DESIGN Of SAFETY AND MAINTENANCE RELATED
ENHANCEMENTS TO EXISTING PUMP STATIONS; AND
APPROVING AN INCREASE IN THE APPROPRIATION TO
WORK ORDER 2138 FROM WATER AND SEWER
REVENUE BONDS IN THE AMOUNT OF $87,832.
./
WHEREAS, on July 8, 1992, the Mayor and City Commission approved Resolution No. 92-
20540, authorizing the Mayor and City Clerk to execute an agreement (lithe Agreement"), dated July
21, 1992, by and between the City of Miami Beach and Camp Dresser & McKee Inc., providing for
engineering services for upgrading sewer and water pumping stations and the design of a new water
pumping station on MacArthur Causeway and authorizing a funding appropriation for Phase I -
Preliminary Design for Pump Stations, as described in the Agreement, in the amount of $129,442;
and
WHEREAS, on September 22, 1993, the Mayor and the City Commission approved
Resolution No. 93-20905, authorizing the Mayor and City Clerk to execute the first amendment to
the Agreement, authorizing the performance of Phase II - Final Design for Pump Stations, as
described in the Agreement, in the amount of $658,325; and
WHEREAS, on November 4,1993, Amendment No.2 to the Agreement was executed,
as a result of the need for the relocation of the site for the water pumping station on MacArthur
Causeway, increasing the amount of the Agreement by $5,200; and
WHEREAS, on April 6, 1994, the Mayor and the City Commission approved Resolution
No. 94-21116, authorizing the Mayor and City Clerk to execute Amendment No.3 to the
Agreement, authorizing the performance of Phase II - Final Design pertaining to the new water
pumping station on MacArthur Causeway, increasing the amount of the Agreement by $60,000; and
WHEREAS, on February 15, 1995, the Mayor and the City Commission approved
Resolution No. 95-21495, authorizing the execution of Amendment No.4 to the Agreement in the
amount of$127,991, to provide for additional architectural, surveying and geotechnical services to
equip all water booster pumping stations with emergency generators and to replace emergency
generator equipment which was in poor condition at nine wastewater pump stations; and
WHEREAS, on July 5, 1996, Amendment No.5 was executed, increasing the amount of
the Agreement by $9,200, for the performance of structural design modifications to the Terminal
Island pump station; and
WHEREAS, on September 11, 1996, the Mayor and City Commission approved
Amendment No.6, increasing the amount of the Agreement by $38,880, to provide for the
necessary redesign of the generator building for pump station no. 11 resulting from its relocation
from the proposed site to a new location; and
WHEREAS, the proposed Amendment No.7, which is attached hereto and incorporated
herein as Exhibit "A", contains an additional scope of work to be added to the Agreement; and
WHEREAS, this additional scope of work, which is attached to and incorporated in the
proposed Amendment No.7 as Attachment "7-A", provides for the performance of additional
engineering design work to address safety and maintenance related issues at the pump stations; and
WHEREAS, the design of these safety and maintenance features is a critical component
of the overall upgrade of the pump stations.
NOW, THEREFORE, BE IT DULY RESOLVED BY THE MAYOR AND CITY
COMMISSION OF THE CITY OF MIAMI BEACH, FLORIDA as follows:
1) The Mayor and City Clerk are authorized to execute Amendment No.7, which is attached
hereto and incorporated herein as Exhibit "A", to that certain Agreement by and between the City
of Miami Beach and Camp Dresser & McKee Inc., dated July 21, 1992, for professional services for
the upgrade of sewer and water pumping stations and for the design of a new water pumping station
on MacArthur Causeway, providing for the design of safety and maintenance related enhancements
to pump stations.
2) The appropriation from the water and sewer revenue bonds to work order 2138 IS
increased by $87,832.
3) This resolution shall take effect immediately upon its adoption.
PASSED AND ADOPTED THIS 25th d
,1996.
ATTEST:
City Clerk
FORM f,PPROVED
LEGAL EPl.
By A
Rb~~ ~(lA~
A:\AMEND7PS.CDM
Date
CITY HALL 1700 CONVENTION CENTER DRIVE MIAMI BEACH FLORIDA 33139
CITY OF MIAMI BEACH
COMMISSION MEMORANDUM NO.
551o-q(.:.
TO:
Mayor Seymour Gelber and
Memben of the City Commissi n
DATE: September 25, 1996
FROM:
Jose Garcia-Pedrosa
City Manager
SUBJECT:
APPROVING AND AUTHORIZING EXECUTION OF AMENDMENT NO.7
TO THE AGREEMENT BETWEEN THE CITY OF MIAMI BEACH AND
CAMP DRESSER & MCKEE INC. FOR PROFESSIONAL SERVICES FOR
THE UPGRADE OF SEWER AND WATER PUMPING STATIONS AND
DESIGN OF A NEW WATER PUMPING STATION ON MACARTHUR
CAUSEWAY IN THE AMOUNT OF $87,832
ADMINISTRATION RECOMMENDATION
It is recommended that the City Commission approve a resolution authorizing the Mayor and the
City Clerk to execute Amendment No. 7 to the agreement between the City of Miami Beach and
Camp Dresser & McKee Inc. (CDM) for professional services for the upgrade of sewer and water
pumping stations and design of a new water pumping station on the MacArthur Causeway and
approve an increase in appropriations to work order 2138 from water and sewer revenue bonds
in the amount of $87,832.
BACKGROUND
On July 8, 1992, the City Commission passed Resolution No. 92-20540 authorizing the Mayor
and City Clerk to execute an agreement between the City of Miami Beach and Camp Dresser &
McKee Inc. to provide engineering services for upgrading sewer and water pumping stations (part
1) and design of a new water pumping station on the MacArthur Causeway (part 2). Following
this authorization, work order no. 2138 was established to provide for appropriated funding. The
contract documents include the scope of work for Phase I - Preliminary Design for both Part 1
and Part 2 at a cost of $129,442. The contract documents also include provisions for the addition
of incremental phases to the contract by amendment. Upon completion of Phase I - Preliminary
Design, the Final Design phase was entered into by amendment to the contract. On September 22,
1993, the City Commission passed Resolution No. 93-20905 approving Amendment No. 1
authorizing Phase II - Final Design for Part 1 (Pump Station Upgrades) at a cost of $658,325.
DATE
e7M
9 - :}5-'1 L..
AGENDA ITEM
Commission Memorandum - September 25, 1996
Amendment to Camp, Dresser Contract - Pump Station Upgrades
Page 2
On November 4, 1993 the City Manager approved Amendment No.2 in the amount of $5,200
for Preliminary Design Part II for New Pump Station on the MacArthur. On April 6, 1994, the
City Commission adopted Resolution No. 94-21116 approving Amendment No.3 or Phase II-
Final Design of Part 1 (New Pump Station on MacArthur Causeway) at a cost of $60,000. On
February 15, 1995, the City Commission approved Resolution No.95-21495 for Amendment No.
4 in the amount of $127,991 for architectural redesign of pump stations and provision of
emergency generators. On July 5, 1996, the City Manager approved Amendment No.5 in the
amount of $9,200 for structural design modifications for the Terminal Island pump station. On
September 11, 1996, the City Commission approved Amendment No.6 in the amount of $38,880
for the redesign associated with the relocation of the proposed generator building for pump station
11 which is situated in the area of the convention center and the theater.
ANALYSIS
Amendment No.7 is for additional design work performed to address safety and maintenance
issues at 17 pump stations which were not included in the original scope of work for this project.
These improvements are critical components of the overall upgrade of the pump stations. The
cost of this design work for these pump stations is $87,832. The average cost for design of the
access, safety and operations and maintenance features is $5,989 for each of five water pump
stations and $3,745 for each of 12 wastewater pump stations requiring these improvements.
(Attachment A) The total design fees for pump station upgrades is less than five percent of the $18
million estimated construction cost for this project. Funding for this amendment in the amount
of $87,832 is-available from the water and sewer bond funds.
CONCLUSION
It is recommended that the City Commission approve the resolution authorizing the Mayor and
City Clerk to execute Amendment No.7 to the agreement between the City of Miami Beach and
Camp Dresser & McKee Inc. and to appropriate an increase to work order no. 2138 of $87,832
from the water and sewer revenue bonds.
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c:\ WPWIN60\96KASL YNlCCMEMOS\AMEND7PS.CDM
<<
Type
Water
Water
Water
Water
Water
Wastewater
Wastewater
Wastewater
Wastewater
Wastewater
Wastewater
Wastewater
Wastewater
Wastewater
Wastewater
Wastewater
Wastewater
Pump Station
Attachment A
TABLE 2
DESIGN COST BY STATION
Description of Work
25th Street Misc. physical improvements and renovations for
access, safety and O&M
41st Street Misc. physical improvements and renovations for
access, safety and O&M
Belle Isle Misc. physical improvements and renovations for
access, safety and O&M
Normandy Isle Misc. physical improvements and renovations for
access, safety and O&M
75th Street Misc. physical improvements and renovations for
access, safety and O&M
1
10
11
15
19
21
22
23
24
27
28
29
Design
$5,989(3)
$5,989(3)
$5,989(3)
$5,989(3)
$5,989(3)
Subtotal (Water stations) $29,945
Misc.renovations for access, safety and O&M
Misc.renovations for access, safety and O&M
Misc.renovations for access, safety and O&M
Misc.renovations for access, safety and O&M, includes
modifications for integration of PS 16
Misc.renovations for access, safety and O&M
Misc.renovations for access, safety and O&M
Misc.renovations for access, safety and O&M
Misc.renovations for access, safety and O&M
Misc.renovations for access, safety and O&M
Misc.renovations for access, safety and O&M
Odor control-driven new screen chamber and gravity
influent sewer; Misc. renovations for access, safety and
O&M
Misc.renovations for access, safety and O&M
$3,745(b)
$3,745(b)
$3,745(b)
$3,745(b)
$3,745(b)
$3,74S(b)
$3,74S(b)
$3,74S(b)
$3,745(b)
$3,74S(b)
$12,092
$3,74S(b)
Subtotal (Wastewater stations) $53,287
OTHER DIRECT COSTS
OUTSIDE PROFESSIONALS
(core drilling and surveying)
$2,000
$2,600
TOTAL $87,832
(a) Represents average cost for water stations, as level of effort was similar
(b) Represents average cost for wastewater stations, as level of effort was similar
EXHIBIT "A"
AMENDMENT No.7
TO
AGREEMENT
,BETWEEN
CITY OF MIAMI BEACH
AND
CAMP DRESSER & McKEE INC.
FOR PROFESSIONAL SERVICES FOR THE UPGRADE
OF SEWER & WATER PUMPING STATIONS
AND FOR THE DESIGN OF A NEW WATER PUMP STATION
ON MACARTHUR CAUSEWAY
This is the Seventh Amendment (the "Seventh Amendment"), dated as of
September 25 , 1996, to that certain agreement ("the Agreement"), as amended, dated July
21, 1992, by and between the City of Miami Beach, Florida (the "City") and Camp Dresser &
McKee, Inc. ("Consultant"). The Agreement, as amended by those certain six previous amendments,
is referred to herein as the "Agreement, as amended."
RECITALS
WHEREAS, it is prudent to incorporate safety and maintenance related improvements into
the design of 17 pump stations, to minimize safety risk and to avoid potentially greater capital costs
later; and
WHEREAS, the City and Consultant desire to proceed with the design of these
improvements.
NOW, THEREFORE, in exchange for the mutual promises contained herein, and other good
and valuable consideration, the receipt and adequacy of which is hereby conclusively acknowledged,
the parties agree as follows:
1. ABOVE RECITALS.
The above recitals are true and correct and are incorporated as a part of this Seventh
Amendment.
2. MODIFICATIONS
The Agreement, as amended, is changed as follows:
a. Schedule A (Scope of Services, Compensation and Schedule),
Section A.l.2 (Final Design), Subsection A.l.2.1 (Document
Production): Add the following new sentence at the end of
Subsection A.l.2.1: "The Consultant will provide final design
services for safety and maintenance improvements to seventeen (17)
pump stations, pursuant to Attachment 7-A attached hereto and
incorporated herein."
b. Schedule A, Section A4 (Compensation): Add the following new
sentence at the end of Section A4: "Compensation for Phase II (Final
Civil, Mechanical/HV AC, Electrical, Structural, Instrumentation and
Control Design) for the design of safety and maintenance
improvements to seventeen (17) pump stations, pursuant to
Attachment 7-A attached hereto and incorporated herein, shall be a
lump sum amount of eighty-seven thousand eight hundred and thirty-
two dollars ($87,832). Invoices shall be sent monthly and shall be
based upon the percentage of completion method."
c. Schedule A, Section A5 (Schedule): Add the following new sentence
at the end of Section A5: "Completion of Phase II (Final Design) for
the design of safety and maintenance improvements to seventeen
(17) pump stations, pursuant to Attachment 7-A attached hereto and
incorporated herein, shall be within 45 days of Consultant's receipt of
written authorization from the City to proceed."
3. OTHER PROVISIONS.
The other provisions of the Agreement, as amended, are unchanged.
4. RATIFICATION.
The City and Consultant ratify their agreement with the terms of the Agreement, as amended,
as modified by this Seventh Amendment.
5. GOVERNING LAW.
This Seventh Amendment shall be governed by and construed in accordance with the laws
of the State of Florida, without reference to principles of conflict of laws.
6. HEADINGS.
Headings in this Seventh Amendment are only for convenience, are not a substantive part
of this Seventh Amendment or the Agreement, as amended, and do not affect the meaning of any
provision of this Seventh Amendment or the Agreement, as amended.
IN WITNESS WHEREOF, the parties hereto caused this Seventh Amendment to be
executed in their names by their duly authorized officials as of the date first set forth above.
By
rORM f\PPROVED
LEGAL ~
By 111 tJk
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ATTEST:
\~ok~ YaA-~
City Clerk, Robert Parcher
SEAL
CONSULTANT
CAMP DRESSER & McKEE INC.
By ~~~
ARMANDO 1. PEREZ, P.E., PH.D.
VICE PRESIDENT
ATTEST:
n, "\. r:i n < ~
)o~L~ I~l. ~-_. ....
(Signature) "
CORPORATE SEAL
Richard M. Doherty
Clerk of the Corporation
Print Name and Title
ATTACHMENT 7-A
PROJECT SCOPE AND BUDGET
FINAL DESIGN AND PREPARATION OF
CONTRACT PLANS AND SPECIFICATIONS
PROJECT:
Upgrade of Water and Sewer Pump Stations and Design of a new
Water Pump Station on MacArthur Causeway
PROJECT
DESCRIPTION:
Final design of safety related and maintenance related additions to
seventeen pump stations
PROJECT REFERENCE:
Amendment No.7 to Agreement between the City of Miami Beach
and Camp Dresser & McKee Inc. ("CDMtI), dated July 21, 1992, for
consulting services
SCOPE AND BUDGET:
CDM will perform the work described below at the fees and costs
listed below:
A. Design and preparation of two contract drawings for a new screen chamber in the gravity
influent sewer to Pump Station No. 28, and additions to the project technical specifications.
Principal (Environmental)
Principal (Structural)
Professional I (Environmental)
Professional II (Structural)
Senior Support (Designer)
Staff Support (Drafter)
16 hours @ $115 =
4 hours @ $115 =
16 hours @ $65 =
32 hours @ $65 =
8 hours @ $65 =
48 hours @ $50 =
$1,840
460
1,040
2,080
520
2.400
Subtotal
124 hours
$8,340
B. Preparation of five contract drawings, one each for the five water booster pump stations, as
identified below, of physical improvements and modifications to these five pump stations.
These improvements and modifications include, but are not limited to, replacement of
suction and discharge valves; replacement of flooring; cleaning, repairing, and painting all
interior surfaces; replacement of sump pumps and site improvements.
. 25th Street Station
- Replacement of all suction and discharge gate and check valves
- Cleaning and painting of all interior surfaces, building walls and ceilings,
equipment and piping
- Removal of damaged vinyl tile flooring and installation of new ceramic tile
flooring
. 41 st Street Station
- Filling of transformer vault and installation of new top slab
Installation of new pump removal hatch covers in pump station roof
Installation of new ceramic tile floor
Installation of new aluminum grating over pipe trench
Installation of new sump pumps and discharge piping
Cleaning and painting of all interior surfaces, building walls and ceilings,
equipment and piping
. Belle Isle Station
- Installation of new sump pump and discharge piping
- Installation of two shutoff gate valves inside the station
- Cleaning and painting interior surfaces, building walls, ceiling and floor
- Repairing cracks in top slab of station and pressure cleaning, sealing and painting
. Normandy Isle Station
- Repairing cracks in structure walls
- Replacement of all suction and discharge gate and check valves
- Cleaning and repairing existing ceramic tile floor
- Cleaning and painting interior surfaces, building walls, ceiling, equipment and
pIpmg
. 75th Street Station
- Installation of new access door in west end of building
- Replacement of all suction and discharge gate and check valves
- Installation of new ceramic tile floor
- Cleaning and painting all interior surfaces, walls, ceiling, equipment and piping
C. Renovation of and corrective work pertaining to the Twelve Wastewater Pump Stations,
including, but not limited to, the performance of the following work:
. all miscellaneous metals, screening platforms and supports, aluminum gratings and
supports, and metal stairs for the wet wells are to be replaced
. all of the deep vertical access ladders are to be replaced and intermediate landings
installed, wherever possible; ships ladders will be used to replace vertical ladders,
wherever possible
. intermediate inspection platforms will be installed in Pump Station No. 22 and Pump
Station No.24
. the entire top slab of the pump rooms at Pump Stations Nos. 22 and 24 must be
removed by crane in order to remove the pumps; new fixed top slabs, with the
proper pump removal mechanisms and access hatches, will be installed
. the pump seal water systems in all of the wastewater pump stations will be replaced
with new seal water system designs, including new supply and drain piping
. a station bypass pump connection and associated valving will be designed for Pump
Station No.1
. structural repair or replacement of the wet well slab at Pump Station No.1 is to be
designed
. design of internal modifications, drawings, and details to the Pump Station No.1
building to house the new emergency generator
. abandoned Pump Station No. 16 will be partly demolished and modified to serve as
the generator/pump control pad for Pump Station No. 15, requiring additional
drawings, details, and site work
. new generator/pump control pads are to be designed and sited for Pump Station No.
22 and Pump Station No. 24
. new top slabs are to be installed to serve as generator/pump control pads for
generator vault at Pump Station No. 19 and the generator and transformer vaults at
Pump Station No. 27
. the existing generator at Pump Station No. 10 will be removed and the pad
demolished
. the existing generator at Pump Station No. 11 will be removed and the pad
demolished; the existing transformer vault will be demolished and filled
. the transformer vault at Pump Station No. 21 will be demolished and filled
. the transformer and generator vaults at Pump Station Nos. 28 and 29 will be
demolished and filled and new entrance structures and access stairs will be provided
and installed
. pump motor inspection platforms will be added to Pump Stations 28 and 29 for both
the dry pit and the booster pumps
. existing sump pumps and their discharge piping are to be replaced in all pump
stations
. existing access and pump removal hatch covers are to be replaced on all pump
stations
Officer
Principal Engineer (Environmental)
Principal Engineer (Specifications)
Senior Professional (Specifications)
Professional II (Structural)
Senior Support (Designer)
Staff Support (Drafter)
Subtotal
Officer
Principal (Environmental)
Principal (Specifications)
Principal (Structural)
Senior Professional (Specifications)
Professional II (Structural)
Senior Support (Designer)
Staff Support (Drafting)
Project Admin. (Clerical)
Subtotal
TOTAL DESIGN LABOR COST (A+B+C) =
TOTAL LEVEL OF EFFORT = 984 HOURS
OTHER DIRECT COSTS
Computer, Word Processing
Travel
Printing, Reproductions
TOTAL OTHER DIRECT COSTS
OUTSIDE PROFESSIONAL SERVICES
Core Drill Slab, Pump Station No.1
Surveying (Zurwelle- Whittaker)
1. Spot Elevations at Pump
Station Sites
2. Additional Site Survey
Pump Station No. 11
TOTAL OUTSIDE PROFESSIONALS
TOTAL FEES AND COSTS
4 hours @ $130 =
48 hours @ $115 =
8 hours @ $115 =
8 hours @ $90 =
16 hours @ $80 =
4 hours @ $65 =
40 hours @ $50 =
128 hours
12 hours @ $130 =
252 hours @ $115 =
16 hours @ $115 =
48 hours @ $115 =
32 hours @ $90 =
144 hours @ $80 =
12 hours @ $65 =
200 hours @ $50 =
16 hours @ $37 =
732 hours
$500
500
1.000
$ 2,000
$500
600
1.500
$ 2.600
$87,832
$ 520
5,520
920
720
1,280
260
2.000
$11 ,220
$ 1,560
28,980
1,840
5,520
2,880
11,520
780
10,000
592
$ 63,672
$ 83,232
t/