HomeMy WebLinkAbout7. MANAGERS REPORT 10/18/05
Mount Prospect
Mount Prospect Public Works Department
INTEROFFICE MEMORANDUM
TO:
VILLAGE MANAGER MICHAEL E. JANONIS
FROM:
DEPUTY DIRECTOR OF PUBLIC WORKS
DATE:
OCTOBER 13, 2005
BID RESULTS FOR COMBINED SEWER REPAIRS UTILIZING
CURED-IN-PLACE-PIPE PROCESS ($448,809)
SUBJ:
Background
In the current budget, staff has requested funds to begin the first phase of combined
sewer system repairs. These repairs were identified during the combined sewer system
evaluation study (CSSES) completed last year. In total, almost $15 million worth of
repair work has been slated.
This work primarily consists of rehabilitating existing combined sewer main pipes utilizing
a no-dig, cured-in-place-pipe (CIPP) process. However, some sewer pipe segments
have significant structural defects that can only be effectively repaired by excavating and
replacing the pipe (spot relays).
To facilitate this work, staff has prepared two (2) separate bid packages. One package
was designed to secure interest in rehabilitating sewer mains using CIPP. The other
was drafted to procure the services of sewer excavation contractor capable of replacing
structurally failed pipe. Both of these bid packages are oriented towards repairing the
worst pipe defects (Category 5) identified in the CSSES.
This memorandum will present the results of bids for CIPP work. Bid results for spot
relays will be presented via a separate document. The scope of work planned for the
proposed CIPP award is depicted in Attachment A. This proposed project features
approximately 11,790 linear feet of lining work in pipes ranging from 8" to 24" diameters.
Bid Results
Prior to letting, six (6) invitational bids were distributed to area contractors experienced
at sewer pipe rehabilitation utilizing the CIPP process. In addition, public notice was
posted in a local newspaper as required. Sealed bids were received until 10:00 AM on
Monday, September 26, 2005 at which time they were opened and read aloud. Three
(3) bids were received. The results are as follows:
Bidder Bid
Insituform Technologies, Lemont, IL $408,009.00
Michel's Pipe Services, Brownsville, WI $489,458.00
Visu-Sewer Clean & Seal, Pewaukee, WI $508,549.75
Discussion
Staff has evaluated all bids and determined that all bids received are responsive. All
bidders submitted required bid securities and appropriate references. The apparent low
bidder for the proposed CIPP work is Insituform Technologies USA of Lemont, Illinois.
Insituform successfully completed CIPP installations for the Village in 2003, 2004, and
2005. Furthermore, they have successfully installed over 50,000 linear feet of CIPP in
Village sewers over the course of the last 20 years.
Staff also recommends the inclusion of 10% contingency in the award for this proposed
contract due to the fact that bid quantities are estimates and actual field measurements
may vary slightly. In this instance, a 10% contingency would add $40,800 to the award.
The total recommended award would be $448,809 ($408,009 base award plus a 10%
contingency of $40,800).
Recommendation
I recommend awarding a contract for the 2005 combined sewer repairs utilizing the CIPP
process project to Insituform Technologies USA of Lemont, Illinois in an amount not to
exceed $448,809. Sufficient funds for this proposed contract exist in the current budget.
Sean P. Dorsey
I concur.
Glen R. Andler
Director of Public Works
Enc (1)
Cc: Director of Public Works Glen R. Andler
Water/Sewer Superintendent Matt Overeem
File
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C:IDocuments and SellingslsdorseylMy DocumentslBIDSICIPP AWARD 2005.doc
Mount Prospect
Mount Prospect Public Works Department
INTEROFFICE MEMORANDUM
TO:
VILLAGE MANAGER MICHAEL E. JANONIS
FROM:
DEPUTY DIRECTOR OF PUBLIC WORKS
DATE:
OCTOBER 13, 2005
BID RESULTS FOR COMBINED SEWER SPOT RELAYS ($65,310)
SUBJ:
Background
In the current budget, staff has requested funds to begin the first phase of combined sewer l
system repairs. These repairs were identified during the combined sewer system evaluation
study (CSSES) completed last year. In total, almost $15 million worth of repair work has been
slated.
This work primarily consists of rehabilitating existing combined sewer main pipes utilizing a no-
dig, cured-in-place-pipe (CIPP) process. However, some sewer pipe segments have significant
structural defects that can only be effectively repaired by excavating and replacing the pipe (spot
relays).
To facilitate this work, staff has prepared two (2) separate bid packages. One package was
designed to secure interest in rehabilitating sewer mains using CIPP. The other was drafted to
procure the services of sewer excavation contractor capable of replacing structurally failed pipe.
Both of these bid packages are oriented towards repairing the worst pipe defects (Category 5)
identified in the CSSES.
This memorandum will present the results of bids for spot relay work. Bid results for CIPP
rehabilitation will be presented via a separate document. This proposed project features
approximately 109 linear feet of 21" diameter pipe replacement at various locations. It also
includes one (1) manhole replacement. The average working depth is estimated to be
approximately 16 feet.
Bid Results
Prior to letting, 15 invitational bids were distributed to area contractors experienced at sewer pipe
construction. In addition, public notice was posted in a local newspaper as required. Sealed bids
were received until 10:00 AM on Wednesday, October 12, 2005 at which time they were opened
and read aloud. Five (5) bids were received. The results are as follows:
Bidder Bid
$30,310
$47,360
$58,500
$65,654
$94,900
Page 2 of 2
Bid Results for Combined Sewer Spot Relays ($65,310)
October 13, 2005
Discussion
Staff has determined that all bids received are responsive. All bidders submitted required bid
securities. The apparent low bidder for the proposed spot relay work is A-Lamp Construction of
Schaumburg, Illinois.
A-Lamp has successfully completed a number of construction projects for the Village over the
course of the last 15 years. Specifically, they have worked extensively as concrete and sewer
sub-contractor on many of our street reconstruction and resurfacing programs. In addition, they
have also worked as a prime contractor on several of our sidewalk improvement projects. All of
their work on these projects has been acceptable. Consequently, it is the opinion of staff that A-
Lamp has the personnel, equipment, and expertise to successfully execute this proposed project.
Staff also recommends that the award of this proposed contract include a $35,000 contingency..'
Our reasons are as follows:
. There may be need to significantly expand the scope of work due to the possibility that
some of the pipe segments slated for CIPP rehab may not be "Iineable". It has been our
experience that, occasionally, some pipe segments degrade faster than anticipated or
appear to be in worse condition after thorough cleaning and close examination by the
CIPP lining contractor. In these cases, it becomes necessary to excavate and replace
the pipe segment. A single additional spot relay could cost $10,000 - $15,000.
. Staff also recognizes that the bid prices submitted by A-Lamp are well below what is
currently demanded in the marketplace. Since the bid documents contain provisions for
expanding the scope of work at the unit prices provided, we believe it is fiscally prudent to
award additional work to A-Lamp. Such work would be limited to spot relay work
identified in the CSSES but not specifically identified in the current bid package.
Recommendation
I recommend awarding a contract for the 2005 combined sewer spot relay project to A-Lamp
Construction of Schaumburg, Illinois in an amount not to exceed $65,310. Sufficient funds for this
proposed contract exist in the current budget.
~
Sean P. Dorsey
I concur.
A$~
Glen R. Andler
Director of Public Works
Ene (1)
Cc: Director of Public Works Glen R. Andler
WaterlSewer Superintendent Matt Overeem
File
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C:IDocumenls and SettingslsdorseylMy DocumentslBIDSISPOT RELAY AWARD 2005.doc
Mount Prospect Public Works Department
INTEROFFICE MEMORANDUM
TO:
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FROM:
VILLAGE MANAGER MICHAEL E. JANONIS
DEPUTY DIRECTOR OF PUBLIC WORKS
DATE:
SUBJ:
OCTOBER 13, 2005
RFP RESULTS FOR WATER DISTRIBUTION SYSTEM ELECTRICAL
IMPROVEMENTS ($107,644.39)
Background
In the current budget, staff has requested funding to effect certain electrical improvements in water
distribution facilities. Most of these improvements are planned for Booster Station NO.5. Two minor
improvements are slated for Booster Stations 16 and 17 (one improvement at each site).
Booster Station 5 is a key com ponent
of the water distribution system. It
features a 2 million gallon storage
capacity; four (4) high service booster
pumps capable of moving water at a
rate of 10,000 gpm; and a deep-set
emergency stand-by well capable of
producing water at a rate of over
1,200 gpm.
The primary improvements at Booster
Station No. 5 include replacement of
the overhead electrical service and
overhead transformer array with a
pad-mounted transformer and
underground service feed with
transient voltage surge protection
(TVSS). In addition, staff proposes to
replace an existing 75 hp constant
speed pump with a variable speed 100 hp pump.
Figure 1- Electric Service at BS No.5
The electrical service supporting this facility was originally installed when the station was constructed in
the early 1950s. It is a low-hanging, 800 amp, 3-phase, overhead service. Figure 1 depicts this existing
facility. This equipment has reached the end of its useful life. It also creates a potential safety hazard
due to ease of access. Most importantly, it is prone to periodic but consistent failures because of its age.
Staff proposes to replace this service with underground facilities that feature conduit runs, elemental
wiring, and concrete work necessary to host a large, pad-mounted 1,000 KW generator capable of
powering the entire facility. The generator, transfer switch, and supplemental wiring is not included in this
project but is slated for procurement in the near future.
Page 2 of 3
RFP Results for Water Distribution System Electrical Improvements
October 13, 2005
Pump No.1 at Booster Station No.
5 is depicted in Figure 2. This
pump was originally installed in the
1960s. It was rebuilt once in the
1980s. It was not included in the
multi-year high service pump
replacement program that began
in the 1980s and concluded in the
1990s. Due to its age, pumpage
has declined and the unit has
begun to periodically, but
consistently, fail. Staff proposes to
replace this pump with a slightly
larger unit featuring a variable
speed drive. Variable speed
drives have been installed
elsewhere in the water system and
have proven to be advantageous.
These drives utilize electrical
energy more efficiently and allow
pumps to vary output to react to
pressure changes in the distribution system.
reduce the incidence of water main breaks.
Figure 2 - Pump No.1 at as No.5
This ability improves overall water pressure and seems to
The improvements planned at Booster Stations Nos. 16 and 17 are limited to the installation of transient
voltage suppression systems (TVSS). These units are installed on the electric services supplying the
facilities. Their purpose is to protect the motor control centers, pumps, and other electrical equipment
from dramatic changes in Commonwealth Edison line voltage. In recent years, there has been an
increase in the number of incidents where supply line voltage appears to have varied beyond expected or
customary ranges. A similar device is included in the new electrical service project proposed for Booster
Station No.5.
Bid Results
Five (5) local electrical firms were solicited and three (3) firms responded with professional service
proposals for this project. All firms had extensive experience with similar projects and were all capable of
providing the labor and materials to perform the project as specified. The results are as follows:
$ 97,421
Ridgewood Engineering, Schaumburg, IL
$175,550
Mayer Electrical Contracting, Bartlett, IL
$186,440
Industrial Electrical Engineers, Elgin, IL
Page 3 of 3
RFP Results for Water Distribution System Electrical Improvements
October 13, 2005
Discussion
Staff has reviewed the project scope and timeline with the apparent low bidder, Ridgewood Engineering
of Schaumburg, Illinois and did not find any item lacking. The firm understood the scope, project timeline
and project requirements.
Ridgewood Engineering has performed satisfactory work for the Village in the past including the water
control system replacement project in 2003, and two (2) motor control system replacement projects. They
have also performed a variety of smaller electrical improvements and emergency electrical repairs for the
Village. Staff finds the firm to be responsible and able to perform the work.
In conjunction with this project, Commonwealth Edison requires $10,223.39 as payment to cover their
costs. Commonwealth Edison will incur costs for the removal of the existing overhead service lines and
poles, installation of a new underground service line from their overhead lines to the new transformer, and
for the exchange of the overhead transformers for one pad-mounted transformer.
Recommendation
I recommend awarding a contract for the above referenced electrical improvements to the Village-owned
water distribution system to Ridgewood Engineering of Schaumburg, IL for an amount not to exceed
$97,421. I also recommend that that staff be authorized to enter into an Electric Facilities Services
Agreement with Commonwealth Edison at a cost not to exceed $10,223.39. The total cost for this
proposed project will not exceed $107,644.39. Sufficient funds for this work exist in the current budget.
Sincerely, j
..::;:::'
21!A
Sean P. Dorsey
~
. Glen R. Andler
Director of Public Works
Cc: Director of Public Works Glen RAndier
Water/Sewer Superintendent Malt Overeem
File
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C:IDocumenls and Seltingslsdorsey\My DocumenlslWATERIPROJECTSIBOOSTER ST ATION 5 ELECTRIC SERVICE 20051station 5 rfp board memo.doc
Mount Prospect Public Works Department
INTEROFFICE MEMORANDUM
FROM:
DEPUTY DIRECTOR OF PUBLIC WORKS
TO:
VILLAGE MANAGER MICHAEL E. JANONIS
DATE:
OCTOBER 13, 2005
ACCEPT PROPOSAL TO PURCHASE GEOADMINISTRATOR OAT
CONVERSION TOOL ($24,000)
SUBJ:
Background
In recent years, the public works department has made a significant effort to develop
effective computerized management information systems. This effort has been a
consequence of both an altruistic intent to improve the management of Village assets as
well as regulatory mandates, such as GASB 34 (Government Accounting Standards
Board Statement 34), NPDES (National Pollutant Discharge Elimination System) Phase
II. and CMOM (Capacity, Management, Operations, Maintenance) which require the
adoption of specific professional asset management practices. These practices include
asset inventorying, performance measurement, and standardized reporting.
For example, GASB 34 requires governments to maintain an accurate and
comprehensive inventory of assets. These assets must be properly valued and
governments must demonstrate viable maintenance and replacement plans. The intent
of GASB 34 is to prevent a circumstance where a government looks viable in financial
reports but is actually facing a crushing burden because of deferred asset maintenance.
The goals of other mandates may differ, but the effect is the same. Professional
management information systems are becoming the expected norm in government.
The public works department management information system features two (2) primary
software platforms: the Hansen infrastructure management system (Hansen) and the
ESRI geographic information system (GIS). Hansen is used to manage asset attributes,
record work orders. perform condition assessment, and manage resident service
requests. GIS is utilized as an intuitive tool to manage the geospatial attributes of an
asset (where it is), analyze data (thematic mapping, scenario iterations, etc.) and display
the geographic relationships of assets (replace the water main the year before the street
is resurfaced). These two (2) systems can "share" information to the extent that the GIS
can access and display data residing in Hansen and Hansen can display GIS maps. We
have been using Hansen since 1995 and GIS since 1999.
Currently, we maintain an inventory of over 75,000 assets including (but not limited to)
streets, parcels, water mains, sewer mains, streetlights, parkway trees, booster stations,
Page 2 of 3
Accept Proposal to Purchase GeoAdministrator Data Conversion Tool
October 13, 2005
water meters, backflow preventers, hydrants, manholes, valves, pavement markings,
street signage, street furniture, and sidewalks. Associated with each of these assets,
are a wide range of attribute data sets detailing assets features (size, length, model,
manufacturer, owner, etc.), work order histories, service request histories, and condition
assessments. The availability of this information in Hansen and GIS has become a
cornerstone of our ability to effectively respond to residents and manage assets.
Problem Statement
Unfortunately, as the size and complexity of our datasets have grown, our ability to add
large quantities of new data or perform incremental updates to both Hansen and GIS
has become problematic. For example, a new water main must be entered separately
into Hansen and GIS. The inefficiencies of this process are compounded when larger
volumes of data are involved. The consequences are increased data error and lost time
due to the need to handle the same information twice.
Proposal
Staff has asked Hansen Information Systems of Rancho Cordova, California to propose
a solution to this problem. Staff believes that Hansen is uniquely positioned to suggest a
fix because they not only develop the Hansen software; they are also an authorized
business partner of ESRI with privileged access to proprietary GIS code. Hansen has
suggested a data conversion tool called GeoAdministrator. GeoAdministrator is server-
side software that will enable bilateral updates, both large quantity and incremental, of
both Hansen and GIS. This tool will enable a new water main drawn in GIS to
automatically be added to Hansen. It will also enable a worker who installed a new
valve to enter the information into Hansen and automatically cause a new valve to be
drawn in GIS. In essence, Hansen and GIS would appear seamless to public works
department end-users. The estimated cost of this solution is $24,000.
Discussion
Presently, public works department has a large volume of data that must be converted
and entered into both Hansen and GIS. This data includes survey and attribute data
pertaining to the storm sewer system, street signs, pavement markings, tree inventories,
sidewalks, and traffic signals. Staff anticipates that it could cost between $30,000 and
$40,000 for a one-time conversion of this data. Procurement of GeoAdministrator would
not only provide a cheaper alternative to convert and populate this data; it would also
avoid all future conversion costs for similar data.
It is relevant to note that the need for data conversion and/or mass population of our
datasets will likely be perpetual. Each year, some assets will change, some will be
added, and some will be removed. In addition, attribute information can also change
significantly. For example, each year we process an annual update from Cook County
that includes PINs, ownership information, and assessment data for over 15,000 parcels.
In the near future, this update will be supplemented with more current information
collected through the master address application recently developed by the information
technology division.
In addition, performing data population in-house with GeoAdministrator will provide
synchronization between the GIS and Hansen. The current process involves multiple
Page 3 of 3
Accept Proposal to Purchase GeoAdministrator Data Conversion Tool
October 13, 2005
individuals performing updates in the separate databases which increases the likelihood
for error.
Equally as important, GeoAdministrator will enable the synchronization of Hansen and
GIS. Both databases will be updated from one location, at the same time, thus
increasing efficiency by eliminating double data entry and duplicated quality control
reviews.
Recommendation
I recommend accepting the proposal from Hansen Information Technologies of Rancho
Cordova, California to provide the GeoAdministrator data conversion tool at a cost not to
exceed $24,000. Sufficient funds for this proposed expenditure exist in the current
budget.
Sean P. Dorsey
Glen R. Andler
Director of Public Works
Cc: Director of Public Works Glen R. Andler
Information Technology Director Joan Middleton
GIS Analyst Greg Nichols
Administrative Superintendent Jason leib
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