HomeMy WebLinkAboutAmendment No. 1 to Camp Dresser & McKee Inc., Agreement
1btJ~ - ,? (, ;) 3/
AMENDMENT NO.1
TO THE
PROFESSIONAL SERVICES AGREEMENT
BETWEEN
CITY OF MIAMI BEACH, FLORIDA,
AND
CAMP DRESSER & MCKEE, INC.,
DATED JUNE 8, 2005,
FOR THE GEOGRAPHIC INFORMATION SYSTEM (GIS)/DIGITAL CONVERSION OF
DATA FOR THE WATER DISTRIBUTION, SANITARY SEWER COLLECTION, STORM
WATER CONVEYANCE, STREETS AND STREET LIGHTING INFRASTRUCTURE
This Amendment No.1, dated as of 77k Jf,(IIfG , 2006, to that certain Professional
Services Agreement between the CITY OF MIAMI BEACH, FLORIDA, a municipal
corporation, having its principal offices at 1700 Convention Center Drive, Miami Beach,
Florida, 33139 (hereinafter referred to as CITY and/or OWNER), and Camp Dresser &
McKee, Inc., a Massachusetts corporation with offices at 800 Brickell Avenue, Suite 710,
Miami, Florida 33131 (hereinafter referred to as CONSULTANT and/or ENGINEER).
WHEREAS, on February 25, 2004, the Mayor and City Commission adopted
Resolution No. 2004-25501, authorizing the City Manager to negotiate with CONSULTANT,
as the topped rank firm pursuant to Request for Proposals (RFP) No. 64-02/03 for an
Infrastructure Management System (IMS) for the City of Miami Beach; and
WHEREAS, the IMS is composed of two systems; a Computerized Maintenance
Management System (CMMS), and a Geographic Information System (GIS); and
WHEREAS, on June 8, 2005, the Mayor and City Commission adopted Resolution
No. 2005-25924, authorizing the Mayor and City Clerk to execute a Professional Services
Agreement with Consultant for Phase I Management Implementation of the City
Infrastructure Management System (the Agreement); and
WHEREAS, the CMMS has been installed, and is operational; and
WHEREAS, accordingly, the next step in the IMS process requires conversion of the
GIS data to be inputted into the System, which, as further contemplated herein, will include
GIS data conversion for the following functions:
~Water Distribution;
~Sanitary Sewer Collection;
~ Storm Water Conveyance;
~ Streets;
~ Street Lighting Infrastructure; and
WHEREAS, the City and Consultant have negotiated the following Amendment No.
1 to the Agreement, in a not to exceed amount of $850,000.
,.
10f2
NOW THEREFORE, the parties hereto, and in consideration of the mutual promises,
covenants, agreements, terms, and conditions herein contained, and other good and
valuable consideration, the respect and adequacy which are hereby acknowledged, agree
as follows:
1. ABOVE RECITALS
The above recitals are true and correct and are incorporated as part of this
Amendment NO.1.
2. MODIFICATIONS
The Agreement is hereby amended to add those Additional Professional Services,
as described in the attached Exhibit "A-1", entitled, "Further Description of Consulting and
Related Matters City of Miami Beach Infrastructure Management System (IMS) GIS -.: Data
Conversion Services Scope of Work", attached hereto.
3. OTHER PROVISIONS
All other provisions of the Agreement are unchanged.
4. RATIFICATION
The City and Consultant ratify the terms of the Agreement, as modified by this
Amendment NO.1.
IN WITNES WHEREOF, the parties hereto have caused this Amendment NO.1 to
be executed in their names by duly authorized officials as of the date first set forth above.
ATTEST:
CITY OF MIAMI BEACH
~ r b.M.h-lA
CITY CLERK
Robert Parcher
By h,~'
t:l' Vice-Mayor Jerry Libbin
CONSULTANT
ATTEST:
PAT V. DONALDSON
NOTARY PUBLIC. STATE OF Fl.ORlDA
COMMISSION # 00175527
EXPIRES 0210212007
BONDED THRU Hll&-NOTARY1
CAMP DRESSER & MCKEE, INC
ByL~~(/)
V(~- President 7r~
Vc~r 7" /Z-/RZs-
Print Name Print Name ..., APPROVED AS TO
FORM & LANGUAGE
F:\atto\AGUR\AGREEMNT\CDM Amendment 1 (GIS - Data Conversion).doc & Fa EXECUTION
2 of 2 r '1 j 2 '1 ) fA 4
,t' Date
PROFESSIONAL SERVICES AGREEMENT
BETWEEN
THE CITY OF MIAMI BEACH AND CAMP DRESSER & McKEE, INC.
Service Order No.2 for Professional Engineering
TO:
Camp Dresser & McKee Inc.
800 Brickell Avenue, Suite 710
Miami, Florida 33131
DATE:
June 1, 2006
Pursuant to the Agreement between City of Miami Beach and Camp Dresser & McKee Inc.
(Consultant) for Professional Services for City-wide Infrastructure Management System (IMS)
Project (" the Agreement"), you are directed to provide the following services:
Project Name: GIS - Data Conversion
Scope of Work:
Attached as Exhibit A
Calendar days to complete this work: 382 days
Fee for this Service Order: $850,000
Basic Service X
Additional Service
Reimbursable Expense
ACCEPTED:
OIZ:-
Camp Dresser & McKee Inc.
Fred H. Beckmann, P.E.
Director of Public Works
co/ioc
Date
6- /-0(,
Victor J. Pujals, P.E.
Vice President
Date
KM2273.PSA.doc
6/1/2006
mM
EXHIBIT A-I
FURTHER DESCRIPTION OF CONSULTING AND RELATED MATTERS
CITY OF MIAMI BEACH INFRASTRUCTURE MANAGEMENT SYSTEM (IMS)
GIS - DATA CONVERSION SERVICES SCOPE OF WORK
Introduction
The City of Miami Beach (OWNER) Department of Public Works (DPW) is creating an
Infrastructure Management System (IMS). The IMS encompasses infrastructure asset
management, service request management and work order management. OWNER
has selected Camp Dresser & McKee Inc. (ENGINEER) to provide the services
outlined herein using the OWNER's normal procurement process.
The IMS Professional Services Agreement was approved by OWNER's Commission
on June 8, 2005. ENGINEER has been working with OWNER to implement a
Computerized Maintenance Management System (CMMS). The selected CMMS
software package, Cityworks by Azteca, operates in an ESRI GIS environment.
Cityworks can operate in either an "attached mode" where service requests and work
orders can be associated with specific assets (pipe, hydrant, valve, street light pole,
etc.), at their location or an "unattached mode" where service requests and work
orders are associated with street addresses or an intersection.
Under the first service order, Cityworks was configured in the unattached mode for
the following six different City operations and maintenance functions:
. Water Distribution
. Sanitary Sewer Collection
. Storm Water Conveyance
. Streets
. Street Lighting
. Sanitation
All functions except for Sanitation will, at the end of this GIS Data Conversion effort,
be represented in the GIS by individual assets against which service requests and
work orders can be attached. These five functions will be represented in the GIS
environment by a NETWORK consisting of links (pipe, curb line, etc.) and nodes
(catch basin, light pole, etc.).
The main focus of this effort is to perform the data conversion utilizing the existing
City AutoCAD files that contain the neighborhood CIP survey data the City has
A-1
KM2321.doc
6/2/2006
CDM
obtained electronically from various consultants. By utilizing the existing surveys,
the City can maximize its investment by capturing the data contained in the surveys
and not having to pay to have those areas re-surveyed for the GIS work. The
ENGINEER will utilize the work plan which was submitted for the original IMS
proposaL However, the plan will be modified due to the increase in the available data
for the conversion. This modified work plan will be combined with a source
document hierarchy. This hierarchy will document the available source data and give
the preference by which the ENGINEER will use the data to populate the GIS. The
modified work plan and source document hierarchy list will serve as the roadmap for
the GIS data conversion process.
Sanitation service requests and work orders relate to trash pick-ups and other service
related to parcels or addresses, and do not involve individual City assets that can be
converted into the GIS. Sanitation work orders will therefore continue to be managed
in the unattached mode, and there is no GIS data model design or data conversion for
the sanitation functions.
The GIS IMS elements outlined herein address the data gathering (office) and digital
input that covers the data conversion for each of the NETWORKS. The GIS work will
result in an operational GIS for each NETWORK that is linked directly to the CMMS.
The CMMS will then be working in attached mode (linked to the assets captured in
the GIS).
The OWNER has started using the Cityworks CMMS for work orders (beginning in
2005) in an unattached mode until the GIS is in operation for each NETWORK. Once
the GIS is ready for operation the CMMS unattached work orders can be attached to
individual GIS assets. This task can be performed by the City staff as part of the GIS
systems maintenance.
The GIS and current CMMS will continue to be operated from the computers that
were previously installed and configured with the appropriate software during the
CMMS installation. Additional seats of the software will not be provided for in this
scope of work. Should OWNER require additional seats of CMMS or GIS software to
be purchased by ENGINEER or other additional services not outlined herein,
OWNER shall address this need through additional services or authorizations.
Assumptions
The following are basic assumptions used as the basis of this GIS - Data Conversion
and IMS Services effort that apply to all five NETWORKS. There are also network-
specific assumptions contained in the scope below for each NETWORK:
1. ENGINEER will utilize the existing City neighborhood CIP electronic survey
data. No initial survey work is contemplated under this service order. Data
for facilities not surveyed under the CIP contract will be captured by the best
available existing City source as determined by the source document hierarchy
list. The source used for the location will be noted in the database, thus
providing the ability to determine what additional surveys may be required.
A-2
KM2321.doc
6/2/2006
CDM
2. GIS features will be displayed in ArcGIS using OWNER's %-foot pixel aerials
as the base map.
3. Any Data Conversion feature information with problems that cannot be
reconciled with the existing source information will be presented to OWNER
as a problem feature. Problem features will be made available to OWNER
through an eRoom site. The eRoom site is a project collaborative tool that
sends an automated notification to OWNER each morning that new problems
have been loaded to eRoom. OWNER will then have 10 business days to
resolve problem features to enable ENGINEER to collect asset information.
Any problems not resolved by OWNER within 10 business days will be placed
for display purposes using the best existing source and flagged as an
unresolved problem in the GIS. These unresolved problems will be the
responsibility of OWNER to resolve in the future during normal GIS
maintenance activities, or by authorizing the ENGINEER to survey the feature.
4. OWNER is currently performing additional detailed surveys for neighborhood
CIP projects. These may contain detailed site surveys information for some
assets. OWNER desires to use this additional detailed survey information.
OWNER will provide electronic AutoCAD drawings of the additional detailed
surveys to ENGINEER for Task 1.1 and any new drawings to be used no later
than June 30, 2006 prior to ENGINEER's start of any work in a specific
neighborhood. The ENGINEER is not performing any field surveying services
under this service order unless directed by the OWNER as an additional
serVICe.
5. OWNER and ENGINEER shall agree to the overall sequencing of data
conversion (by network, neighborhood or defined area). Any deviation from
this sequencing, for example to support other ongoing projects by OWNER,
will be upon mutual agreement of OWNER and ENGINEER.
6. Surveys for the neighborhood improvements are for 1/ existing conditions."
Changes to the infrastructure as a result of the neighborhood improvements
projects will need to be captured by the City as a part of their GIS maintenance
program.
7. The resulting data conversion effort will have a confidence rating of 95%. The
95% confidence rating reflects a repeatability of measurement or capture from
the sources for those structures checked. Once a data set passes the quality
assurance check at the 95% confidence level, ENGINEER will not be
responsible for correcting individual errors identified by OWNER. However,
ENGINEER may, at their discretion, provide additional automated processes
to correct repeated errors that can be easily corrected.
8. The unattached work orders being developed by the City prior to the GIS data
conversion effort will remain in an unattached mode.
A-3
KM2321.doc
6/2/2006
CDM
9. If the attribute data is unavailable to the ENGINEER during the data
conversion effort the ENGINEER will populate the attribute with a pre-
determined default value.
10. The ENGINEER will capture only those features contained in the
neighborhood surveys other supplied source documents or identifiable from
the digital orthophotographs.
Scope of Services
The following tasks outline the activities that will be performed to complete the data
conversion effort:
Task 1 GIS Data Conversion Program
ENGINEER shall develop a draft source document hierarchy list, review the
converted data, review the geodatabase structure and based on the results, finalize
both the OWNER approved geodatabase model and the data conversion plan. GIS
data conversion will be performed for each of the five NETWORKS requiring an asset
base using the final source document hierarchy list.
Task 1-1 Check Existing Survey Data
ENGINEER will review existing neighborhood CIP electronic survey data.
ENGINEER will prepare a memo and spreadsheet summarizing the following:
. Coverage of the five networks with respect to the completeness of the survey for
each network within their respective neighborhood.
. Checking on any available information pertaining to the horizontal and vertical
datum used in the survey to try to verify that all data in the GIS will be consistent.
. A list of the roadways required (if any) to be surveyed to maintain the same level of
accuracy for the networks in each neighborhood. For use by the OWNER.
. Provide a high level summary of the attributes expected to be populated from the
existing sources for each NETWORK feature class.
The existing survey data review memo findings will be used as part of the overall GIS
conversion. Correction of any deficiencies identified with respect to the
neighborhood CIP surveys will require written authorization by the OWNER.
Task 1-2 Gather Digital Data and Develop Work Plans
OWNER has existing digital files that describe the locations of the various networks
and their structures to be captured outside of the existing neighborhood areas. This
data includes AutoCAD drawings of OWNER's atlas map of the Sewer System,
scanned copies of sewer lateral cut sheets, and scanned copies of OWNER's atlas
maps for Water, Storm Water and Street Light Systems. As questions arise, additional
files may be requested. OWNER will supply to ENGINEER any additional existing
OWNER source documents as digital files needed for the data conversion effort
A-4
KM2321.doc
6/2/2006
CDtt
within ten days after the request by ENGINEER. This shall include updates to the
existing atlas and sewer lateral cut sheet drawings in scanned image tiff (.tif) or jpeg
(.jpg) file format and other related digital data files. These updates shall be provided
at least 60 days prior to the start of work for each network. ENGINEER shall also
review the area of coverage for each of the existing AutoCAD neighborhood area
surveys and the proposed areas of coverage for any upcoming neighborhood surveys
to be supplied by the City.
ENGINEER will review the source data as available. The goal of this review is to
determine which data can be most efficiently used to undertake the network data
conversion work. Another goal is to determine the availability of attribute
information from various sources.
ENGINEER will produce a Source Data Assessment memo that includes:
. A general description of the attributes available from each source;
. A method for OWNER to use documents in support of resolving Problem
Feature Reports; and
. Recommendations for a priority to the networks and Neighborhood areas.
· A hierarchy of sources through which the ENGINEER will use to select which
data source to utilize for the conversion.
Task 1-3 Finalize Database Design
Based on OWNER approved provided recommendations ENGINEER suggested
ath'ibute default and standard graphics placement and connectivity rules, ENGINEER
shall make changes to the existing design of each network geodatabase model.
ENGINEER will make the changes in the final geodatabase and provide OWNER
with the documentation that these changes have been made.
Task 2 Network System Data Conversion
ENGINEER shall gather available information from the existing City neighborhood
surveys and other OWNER supplied Network information and perform GIS data
conversion for the following Network Systems.
2.1 Sanitary Sewer
Feature Number of Features (Approx.)
Force Main 630
Gravity Main 3,240
Lateral Line 13 ,500
Cleanout 13,500
Manhole 3,100
Valve Box 260
Fitting 4,000
A-5
KM2321.doc
6/2/2006
CDI
Sewer Structure 180
Pump Station 25
Total 38,440
Conversion Cost $205,000
Avg. Cost per Feature $5.33
2.2 Water Distribution
Feature Number of Features (Approx.)
Water Main 12,460
Service Line 12,600
Fire Hydrant 890
Fitting 19,300
Pump Station 6
Valve 4,870
Service Meter 12,600
Total 62,730
Conversion Cost $168,000
Avg. Cost per Feature $2.67
2.3 Storm Sewer
Feature Number of Features (Approx.)
Catch Basin, Outfall Manhole, 8,000
Pump Station, Well, Valve,
Exfiltration Structure, Storm
Water Structure
Gravity Main and Force Main 8,000
Basin 49
Total 16,050
Conversion Cost $110,000
Avg. Cost per Feature $6.85
2.4 Street Lights
Feature Number of Features (Approx.)
Light Pole 5,430
Service Point 380
Conductor 10,860
Pull Box 5,430
Total 22,100
Conversion Cost $116,000
Avg. Cost per Feature $5.25
A-6
KM2321.doc
6/2/2006
CDM
2.5 Streets
Feature Number of Features (Approx.)
Street 2,960
Sidewalk 4,210
Curb and Gutter 16,270
Intersection 1,680
Bridge 72
Total 25,190
Conversion Cost $120,000
A vg. Cost per Feature $4.76
For each Network, the ENGINEER will perform the following tasks:
Feature System Location and Inventory
ENGINEER shall obtain feature X, and Y (and Z if available) and required coordinates
using the available existing City neighborhood survey information. ENGINEER will
obtain information of the features not in the existing City neighborhood survey
information using the best available OWNER supplied sources.
Build GIS from Available Sources
ENGINEER shall build the GIS infrastructure from the neighborhood CIP electronic
survey drawings enhanced by the City's existing sewer atlas and other sources.
Delivery of Converted Test Area Data (Sewer)
ENGINEER will prepare a small 2-3 block area for the sanitary sewer network for
delivery to the OWNER. The OWNER will review the test area and submit comments
back to the ENGINEER within five (5) days. The OWNER's comments on the test
area will be incorporated onto the final Network Conversion.
Delivery of Converted Network
ENGINEER will prepare and deliver to OWNER one digital copy of the converted
Network System data. OWNER shall review the converted Network data for
acceptance. OWNER shall notify ENGINEER of acceptance of each Network within 30
days of delivery.
Task 3 Project QualityjManagement and Coordination
ENGINEER shall conduct a project kick-off meeting with key OWNER staff
representatives. The kick-off meeting will provide an overview of the scope of
services, schedule, discussion of the problem feature resolution process and
coordinate involvement of OWNER staff throughout the project. ENGINEER shall
prepare minutes and action items resulting from this meeting.
A-7
KM2321.doc
6/2/2006
CDM
ENGINEER shall prepare and provide a project schedule to OWNER in Microsoft
Project format. The project schedule and budget will be used by ENGINEER's and
OWNER's project managers to track project progress, and will be updated monthly.
ENGINEER's project manager and other key staff, as appropriate, shall meet monthly
with OWNER's project manager to provide a project status report. This meeting shall
include the status of the project schedule and budget, address project issues, etc.
ENGINEER's project manager will prepare monthly written progress reports
summarizing activities completed and financial progress. The report will identify any
problems, which are ongoing or may be anticipated with respect to schedule, scope,
or budget.
ENGINEER will provide for general project coordination, including work planning,
and preparation for and attendance at the 12 monthly meetings for a period of up to
12 months with City staff. Any additional meetings will be considered an additional
service.
ENGINEER will provide management functions required to administer the project
elements including schedule and budget. The project manager will prepare for and
hold regularly scheduled internal monthly status meetings with key project staff
members throughout the life of the project. ENGINEER will maintain a program of
quality control on this project, including review of work products and deliverables by
qualified staff.
The final quality assurance testing all products will assess the data and map products
that demonstrate intended to test both the quality of the deliverables and the integrity
of the data conversion progress. Another benefit of the testing process is the
opportunity to identify anomalies or problems in the production process and modify
them to prevent the future introduction of errors.
. Automated Quality Assurance Testing - During this process, the automated
programs that were used during the data conversion process will be re-run against
the existing data. Any discrepancies identified during the automated tests will be
corrected, and the tests will be re-run until the data passes without errors.
. Random Sample Quality Assurance Testing - Specifications, procedures and
software will be developed to select a random sampling of features and attributes
from each deliverable data set. No data sets will be submitted without passing the
final quality assurance testing.
ENGINEER shall maintain a project-specific eRoom web-site to be used by OWNER
and ENGINEER for the transfer of data and digital file storage of key project
information, including digital copies of the problem resolution forms.
A-8
KM2321.doc
6/2/2006
CDM
Warranty Obligation
For a period of one year commencing on the OWNER's final acceptance of the
Network data, CDM shall, at no cost to the OWNER, re-perform any of its services
required as a result of CDM's failure to meet its warranty obligations contained in
Section 3.15 - Warranty - of the Master Services Agreement.
Task 4 Feature Survey Additional Services (Optional)
It is anticipated that the OWNER's entire Public Works Networks can be captured
into the GIS with the existing City (source document) data. A majority of this data, in
particular, location (X,Y) will be covered by the Neighborhood surveys. For those
features either omitted in the survey area, or not covered by the survey itself, the
OWNER may choose to update the feature as survey data becomes available. This
would be part of the GIS maintenance activities. As part of the data conversion
process, the ENGINEER will add an attribute to each GIS feature to describe the
source of its location data to assist the OWNER with this task.
If the OWNER chooses to update the GIS data through an additional authorization for
survey to the E~GINEER, the following "budget cost" is anticipated per various
feature types:
Feature Type
Data Per Point Cost
Surface Feature (Manhole, Catch
Basin, etc.)
Surface Feauture (Streets, Valves,
Streetlights)
x, y, z (RTK) $15-20(1)
x, Y (RTD) $9 (1)
(1) This assumes light traffic control and attribute data collection from paper sources.
The "budget" per point cost assumes that the OWNER will authorize all the survey at
once, there are a reasonable amount of points to recover costs, and that the surveys
will be grouped close enough that multiple networks can be covered in a single pass.
The survey portion (if requested) is subject to renegotiation by mutual agreement of
the OWNER and the ENGINEER once the total amount of survey is determined by
the OWNER.
DATA OR ASSISTANCE TO BE PROVIDED BY OWNER
A. Assign a Project Manager to represent OWNER on this assignment and assign a
representative for each of the NETWORKS as the point of contact for that
NETWORK
B.
Assist in the scheduling of necessary meetings and workshops during the
execution of Work by ENGINEER
c.
Provide secure outside access (telephone line dial-up or VPN) to ENGINEER for
OWNER's computer network system
A-9
KM2321.doc
6/2/2006
CDWI
D. Provide scanned source documents for data conversion including water atlas,
sewer atlas, sewer lateral cut sheets, storm sewer atlas, etc, along with related
digital excel files as required.
E. Perform all problem resolution activities within designated resolution time (10
days)
F. Review ENGINEER's deliverables within the review time frames
G. Field survey of CIP projects for various neighborhoods improvements in digital
format
H. Data Format of digital AutoCAD Neighborhood drawings
1. New AutoCAD Neighborhood drawings before June 30, 2006.
J. City sewer atlas AutoCAD drawing, most current version
K. City's most current digital (%-foot pixel) orthophotos.
L. Review and approval of the Source Data Assessment Report within ten days of
receipt.
M. Acceptance or rejection of completed GIS deliverables within 30 days of receipt.
DELIVERABLES
A. Project Schedule;
B. Meeting Minutes and Action Items for each formal meeting;
C. Source Data Assessment Report;
D. Interim Data Conversion Deliverables;
E. CD or DVD containing both the converted geodatabase and any ENGINEER
georeferenced world files for OWNER scanned source documents;
TIME OF COMPLETION
Scope of services will commence within two weeks after receipt of the written Notice
to Proceed to ENGINEER and will be completed in 382 calendar days in accordance
with the project schedule developed under Task 1. A preliminary schedule is
attached to this Service Order.
A-10
KM2321.doc
6/2/2006
caul
PAYMENT AND COMPENSATION
The total fee and basis for the above services based upon the scope of work presented
in this Service Order is a total lump sum amount of $850,000. For invoice purposes
only, the value of each task is as summarized below:
Task
Description/Component of Work
Amount
1.0 GIS Data Conversion Program
2.1 Sanitary Sewer System Data Conversion
2.2 Water Distribution System Data Conversion
2.3 Storm Water System Data Conversion
2.4 Street Lights Data Conversion
2.5 Streets Data Conversion
3.0 Project Quality jManagement and Coordination
Total Service Order No.2 Tasks 1.0 to 3.0 - (Lump Sum)
$60,000
$205,000
$168,000
$110,000
$116,000
$120,000
$71,000
$850,000
The cost was developed based on the total points visible from the scanned drawings
provided by OWNER. It is assumed that the total numbers of each category in the GIS
project will be less than 110% of the total for each category ~otal quantity is less
than 90% or greater than 110%, the OWNER and ENGINE~)negotiate a
mutually agreed to fee adjustment.
ENGINEER shall submit monthly invoices to OWNER. Each invoice shall include a
monthly written status report. Invoicing for the lump sum total of $850,000 (Task 1.0-
3.0) will be based in accordance to the percentage of the project complete.
A-11
KM2321.doc
6/2/2006
CDM
'1
Ii
800 Brickell Avenue, Suite 710
Miami, Florida 33131
tel: 305372-7171
fax: 305372-9167
t1,1
.....
'~.4
,c_; ': \
HAND DELIVERED
July 27, 2006
Mr. Bob Halfhill
Assistant Director
Public Works Department
City of Miami Beach
1700 Convention Center Drive
Miami, Florida 33139
Subject:
City-Wide Infrastructure Management System (IMS)
GIS - Data Conversion, Service Order No.2
Dear Mr. Halfhill:
Enclosed please find three signed copies of the Service Order No.2 and Amendment No.1 for
the above mentioned project for execution by the City. Please let us know when we can pick
up the signed documents. We would like to proceed with the project as soon as possible.
We appreciate the opportunity to assist in this important project for the City. If in the
meantime you have any questions, or require any additional information, please call our
office.
fOt\-
VJP /km
File: 9381-52654-023
Enclosure
KM2447.ltr.doc
consulting. engineering. construction. operations