Old Mill Road Lift Station and Force Main Project - Phase I AwardCity of Dubuque
City Council Meeting
ITEM TITLE:
SUMMARY:
SUGGESTED
DISPOSITION:
ATTACHMENTS:
Description
MVM Memo
Staff Memo
Resolution
Bid Tab
Contract Award Form
Strand Bid Award Letter
Copyrighted
September 3, 2024
Action Items # 07.
Old Mill Road Lift Station and Force Main Project - Phase I Award
Construction Contract
City Manager recommending City Council award the construction
contract for the Old Mill Rd. Lift Station & Force Main Project — Phase I,
through the adoption of the enclosed resolution, to Tricon General
Construction, Inc. of Dubuque, Iowa, in the amount of $22,760,000.00.
RESOLUTION Awarding Public Improvement Contract for the Old Mill
Lift Station and Force Main Project — Phase I
Suggested Disposition: Receive and File; Adopt Resolution(s)
Type
City Manager Memo
Staff Memo
Resolutions
Supporting Documentation
Supporting Documentation
Supporting Documentation
Masterpiece on the Mississippi
TO: The Honorable Mayor and City Council Members
FROM: Michael C. Van Milligen, City Manager
Dubuque
All -America City
1IIr
II
2007.2012.2013
2017*2019
SUBJECT: Old Mill Road Lift Station and Force Main Project - Phase I Award
Construction Contract
(Project ID: 5581500006)
DATE: August 27, 2024
City Engineer Gus Psihoyos is recommending City Council award the construction
contract for the Old Mill Rd. Lift Station & Force Main Project — Phase I, through the
adoption of the enclosed resolution, to Tricon General Construction, Inc. of Dubuque,
Iowa, in the amount of $22,760,000.00.
The Old Mill Road Lift Station and Force Main Project is the first of several
improvements that are needed, within the Catfish Creek Interceptor Sewer system, to
provide adequate capacity to serve existing development, within the City, and to allow
for additional flow from future developments and the growth of the City.
Once constructed and in service, the 20 MGD (million gallons per day) Old Mill Road Lift
Station will intercept over 80% of the flow which currently goes to the 8 MGD Catfish
Creek Lift Station. With the reduction in flow coming from the Catfish Creek Interceptor
System (West end of town), the Catfish Creek Lift Station will then be primarily
dedicated to the Key West area and the growth areas along US Highway 151/61 to the
airport which is served by the Granger Creek Interceptor Sewer. Currently, Iowa
Department of Natural Resources has issued sanitary sewer permits with peak flows
totaling approximately 3.5 MGD, for the areas south of town, since 2017. The reduction
in flow from the Catfish Creek Interceptor System will provide the Catfish Creek Lift
Station with enough capacity to adequately serve the sewer shed.
I concur with the recommendation and respectfully request Mayor and City Council
approval.
Mic ael C. Van Milligen
MCVM:sv
Attachment
cc: Crenna Brumwell, City Attorney
Cori Burbach, Assistant City Manager
Gus Psihoyos, City Engineer
Jenny Larson, Chief Financial Officer
Deron Muehring, Water & Resource Recovery Center Director
Bob Schiesl, PE, Assistant City Engineer
Max O'Brien, PE Civil Engineer
Todd Irwin, Engineering Technician
Masterpiece on the Mississippi
TO: Michael C. Van Milligen, City Manager
FROM: Gus Psihoyos, City Engineer
DATE: August 26, 2024
SUBJECT: Old Mill Road Lift Station and Force Main Project - Phase I
Award Construction Contract
(Project ID: 5581500006)
Dubuque
AIFAnerioa City
2007.2012.2013
2017*2019
INTRODUCTION
The attached resolution authorizes the award of the construction contract for the Old
Mill Road Lift Station and Force Main Project - Phase I.
BACKGROUND
The older sections of the Catfish Creek Sanitary Sewer (CCSS) that deliver wastewater
to the Catfish Creek Pump Station (CCPS) were constructed circa late 1960s. It is
common for sanitary sewer pipes to remain in service for 60 years or longer. However,
when sizing an interceptor sewer, it is not common to design it to handle predicted flows
more than 50 years into the future, most often a 25-year timespan is considered. The
CCPS was last upgraded in 1995 based on predicting growth over the next 20-30 years,
consistent with a 25-year life for a lift station.
Despite challenges due to terrain (i.e. steep slopes, bluffs, shallow rock, etc.), the City
has experienced significant growth within the Catfish Creek sewer shed in the last 20
years. Based on land use mapping in GIS, and only considering development that has
occurred over the last twenty years, within the tributary area, the design flow to the
CCSS and the CCPS has grown by 6.5 MGD (million gallons per day) since the pump
station was last upgraded in 1995 to a capacity of 8.0 MGD.
Due to potential development area within the CCSS tributary area, the City hired Strand
Associates, Inc. (Strand) in late 2018 to develop a better understanding of the hydraulic
capacity of the Catfish Creek Sanitary Sewer collection system. The analysis of the
CCSS and the CCPS involved the implementation of a flow metering program and the
development of a sanitary sewer model. One of the things that the computer model
revealed is that some wet weather events will result in the flow rising above the top of
the pipe, at certain locations, such that the sanitary system becomes pressurized which
is an indicator of possible SSO's
In late December of 2020, Strand provided the City with final drafts of both the study, for
Catfish Creek Sanitary Sewer collection system, and a more focused technical memo
which evaluated the effect of adding new industrial flow to the existing system.
On January 4, 2021, a State Revolving Fund (SRF) Planning and Design Loan Intended
Use Plan (IUP) application in the amount of $350,000 was submitted to the State for the
"Catfish Creek Lift Station & Force Main Project (that) involves system improvements to
address wet -weather related overflows at the Catfish Creek Lift Station and provide
capacity for future development within the Catfish Creek sewer shed".
On April 28, 2021, the City authorized Strand Task Order One, which provided for the
development of a facility plan and design of the Old Mill road lift station to a 30% level.
This level of design provided the City with a basis of design, a refined cost estimate,
and the necessary information to allow the City to submit a facility Plan to IDNR to begin
the SRF construction loan process. The 30% design followed the recommended
improvement option identified in the January 7, 2021, memo regarding the results of the
Catfish Creek Sanitary Sewer Interceptor system study, which evaluated the existing
system capacity and identified improvements to ensure that it has adequate capacity for
existing developments and for growth throughout the tributary area.
The City of Dubuque submitted a facility plan to Iowa Department of Natural Resources
(IDNR), in May of 2021, for the construction of a 20 MGD sanitary sewer lift station and
30" dual force mains. The facility plan is based on the results of an intensive evaluation
of the existing interceptor collection and pumping systems that transport sewage to the
Water Resource Recovery Center (WRRC). Several options were considered, and the
City chose to proceed with the design and construction of the Old Mill Road Lift Station
and Force Main Project, a recommended option. At the June 7, 2021, the City Council
meeting, the City Council approved the facility plan and IUP application for the Old Mill
Rd. Lift Station and Force Main Project.
Through the RFP process, Strand Associates, Inc (Strand) was selected and in
February of 2022, the City entered into an agreement with Strand Associates to
complete the final design of; the lift station, force main structures, modifications to
WRRC headworks, assist City staff with bidding services and with railroad permitting for
the horizontal bores under the railroad tracks. City Staff provided the site and utility
design for the remainder of the project, along with all coordination with IDNR and
property acquisitions.
Part of the SRF process is to complete an environmental review for the effected project
area, which is conducted by IDNR staff along with other state agencies. One of the
items that is looked at is the history of the area to determine the historical significance of
the area, if any. The Office of the State Archaeologist (OSA) conducted a phase I
archaeological study, due to a portion of the project alignment running through the old
Town of Rockdale. Some artifacts, from the settlement, were recovered and it was
determined that a more in-depth phase II study was warranted. OSA and the State
Historic Preservation Office (SHPO) directed the City to complete a Phase II
2
archeological study. Due to the results of the phase II study, it was determined that an
alternate alignment needed to be evaluated to avoid the Town of Rockdale. Once the
alternate alignment was selected, a second phase II archeological study was completed
for the alternate alignment. The alternate alignment was cleared by SHPO and the
design was able to be completed for the entire project.
Due to available funding and the funding being spread over five fiscal years, a revised
facility plan was submitted in May of 2024, that split the project into two phases. The
first phase being the lift station and site development and the second phase being the
force mains, from the lift station to WRRC, along with the force main structures. The
revised facility plan was approved by IDNR in June of 2024. The phased approach
allows the City to begin with the longest duration portion of the project, with currently
available funding, and start the second phase of the project a year later, when the
remainder of the funding becomes available in FY26 and FY27. The second phase will
be completed prior to the first phase completion.
DISCUSSION
The Old Mill Road Lift Station and Force Main Project is the first of several
improvements that are needed, within the Catfish Creek Interceptor Sewer system, to
provide adequate capacity to serve existing development, within the City, and to allow
for additional flow from future developments and the growth of the City.
Once constructed and in service, the 20 MGD Old Mill Road Lift Station will intercept
over 80% of the flow which currently goes to the 8 MGD Catfish Creek Lift Station. With
the reduction in flow coming from the Catfish Creek Interceptor System (West end of
town), the Catfish Creek Lift Station will then be primarily dedicated to the Key West
area and the growth areas along US Highway 151/61 to the airport which is served by
the Granger Creek Interceptor Sewer. Currently, IDNR has issued sanitary sewer
permits with peak flows totaling approximately 3.5 MGD, for the areas south of town,
since 2017. The reduction in flow from the Catfish Creek Interceptor System will
provide the Catfish Creek Lift Station with enough capacity to adequately serve the
sewer shed.
BID RESULTS
Four sealed bids were received on August 22, 2024, for the Old Mill Rd. Lift Station &
Force Main Project — Phase I. Tricon General Construction, Inc. of Dubuque, Iowa,
submitted the low bid in the amount of $22,760,000.00 which is 21.58% over the
Engineer's estimate of $18,720,314.19.
The lowest three bids ranged and were within 5.48% of each other. The bids received
were very competitive and reflect an appropriate cost of what this type of pumping
facility costs considering the depth, complexity and risk of the lift station excavation and
construction within the floodplain.
3
Contractor Name
Bid Amount
Tricon Construction Group
$22,760,000.00
Staab Construction Corporation
$23,786,500.18
Portzen Construction, Inc.
$23,911,226.08
C.D. Smith Construction, Inc.
$29,192,991.00
The execution of the Contract may be delayed pending approval from the Iowa
Financing Authority (IAF).
RECOMMENDATION
Because of the competitive nature of the bid results, I recommend awarding the
construction contract for the Old Mill Rd. Lift Station & Force Main Project — Phase I, to
Tricon General Construction, Inc. in the amount of $22,760,000.00.
BUDGET IMPACT
The estimate of probable cost for the Old Mill Road Lift Station and Force Main Project -
Phase I is summarized as follows:
Description
Funding Source
Estimate
Award
Planning & Design
ARPA
$3,844,592.00
$3,844,592.00
Construction
SRF
$18,720,314.19
$22,760,000.00
Contingency
SRF
$1,0872,031.42
$2,276,000.00
Contract Admin / Construction
Engineering
ARPA
$735,000.00
$735,000.00
0.5% SRF Loan Origination Fees *
SRF
$108,386.73
$30,605.00
Total Project Cost
$25,280,324.34
$29,746,197.00
(Note: The SRF Loan origination fees only include $350,000 of the planning & design costs.
The remainder of the planning & design costs utilized ARPA funding)
The Old Mill Road Lift Station and Force Main Project - Phases I & II utilized an SRF
Planning and Design Loan, in the amount of $350,000, to develop the facility plan and
basis of design for the entire project. The remainder of the design for both phases is
funded utilizing ARPA funding. The construction administration and construction
engineering, for phase I, will be funded through an SRF construction loan. Both phases
I & II of the project, have been funded over multiple fiscal years, FY22 thru FY27. Phase
I has a completion date set for December of 2026. Due to the cost and duration of
phase I, a portion of the funding from the FY26 budget is being utilized as shown below.
4
The Old Mill Road Lift Station and Force Main Project - Phase I is utilizing the SRF loan
program funding for both design and construction. The project is being funded through
multiple Fiscal Year appropriations as detailed below:
Old Mill Rd. Lift Station and Force Main Project - Phase I Project Funding
FY 22
5581500006
Old Mill Road Lift Station and Force Main
Project
$3,896,614.00
FY 23
5581500006
Old Mill Road Lift Station and Force Main
Project
$1,131,320.00
FY 24
5581500006
Old Mill Road Lift Station and Force Main
Project
$6,499,646.00
FY 25
5581500006
Old Mill Road Lift Station and Force Main
Project
$10,102,800.00
FY 26
5581500006
Old Mill Road Lift Station and Force Main
Project
$8,115,817.04
Total Project Funding
$29,746,197.00
Of the $29,746,197 total funding, $4,579,592 is funded through ARPA and utilized for
the planning, design, construction administration, and construction engineering
services. The remaining $25,166,605 is funded through SRF loans to be utilized for the
construction and contingency related costs. The project has adequate funding to
support the construction of Phase 1 of the Old Mill Rd. Lift Station and Force Main
Project.
Given the increased costs of Phase 1, additional project funding will need to be
obtained in order to cover the costs of Phase 2 through the upcoming FY26 Capital
Improvement Project (CIP) request process. Staff is in the process of evaluating and
updating construction cost estimates for Phase 2 based on recent bid pricing observed
in the industry to determine the extent of additional funding necessary for Phase 2.
ACTION TO BE TAKEN
I respectfully request that the City Council Award the construction contract for the for the
Old Mill Rd. Lift Station & Force Main Project — Phase I, through the adoption of the
enclosed resolution, to Tricon General Construction, Inc. of Dubuque, Iowa, in the
amount of $22,760,000.00.
cc: Jenny Larson, Chief Financial Officer
Deron Muehring, Water & Resource Recovery Center Director
Bob Schiesl, PE, Assistant City Engineer
Max O'Brien, PE Civil Engineer
Todd Irwin, Engineering Technician
5
Prepared by Kerry Bradley City of Dubuque Engineering, 50 W. 13th St. Dubuque, IA 52001 (563)589-4270
Return to Adrienne N. Breitfelder City Clerk City of Dubuque, 50 W. 13th St. Dubuque, IA 52001 (563)589-4100
RESOLUTION NO. 281-24
AWARDING PUBLIC IMPROVEMENT CONTRACT FOR THE OLD MILL LIFT
STATION AND FORCE MAIN PROJECT — PHASE I
Whereas, sealed proposals have been submitted by contractors for the Old Mill
Lift Station and Force Main Project — Phase I, (the Project) pursuant to Resolution No.
229-24 and Notice to Bidders published on the City of Dubuque, Iowa website and plan
room service with statewide circulation on the 18th day of July 2024; and
Whereas, said sealed proposals were opened and read on the 22nd day of August
2024 and it has been determined that Tricon General Construction, Inc. of Dubuque,
Iowa, in the bid amount of $22,760,000.00, is the lowest responsive, responsible bidder
for the Project.
NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF
DUBUQUE, IOWA:
That a Public Improvement Contract for the Project is hereby awarded to Tricon
General Construction, Inc. and the City Manager is hereby directed to execute a Public
Improvement Contract on behalf of the City of Dubuque for the Project.
Passed, approved, and adopted this 3rd day of September 2024.
Attest:
Adrienne Breitfelder, CMC City Clerk
LINE
NO.
THE CITY OF
DUB
Masterpiece on the Mississippi
Project Title:
REFERENCE
NUMBER
City of Dubuque, Iowa
Bid Tabulation
Old Mill Rd. Lift Station and Force Main Project - Phase I
BID ITEM DESCRIPTION
Division 2010 - Earthwork, Subgrade, and Subbase
1 2010-108-C-0 Clearing and Grubbing C
2 2010-108-D-1 Topsoil, On -site
3 2010-108-E-0 Excavation, Class 10
4 2010-108-H-0 Granular Stabilization, 3" Breaker Run (Modified Macadam)
5 2010-108-J-0 Subbase, Special Backfill - Gr 30 (3/4" Dense Base Pile)
6 2010-108-J-0 Subbase, 3" Breaker Run, (Modified Macadam Pile)
7 2010-108-J-0 Subbase, Porous Aggregate - Gradation 3 (ASTM 57)
8 2010-108-M-0 Compaction Testing
9
10
11
12
13
14
15
16
3010-108-A-4
3010-108-B-0
3010-108-C-0
3010-108-D-0
3010-108-D-0
3010-108-F-0
3010-108-J-0
3010-108-K-0
Division 3010 - Trench Excavation and Backfill
Bid Date
22-Aug-24
PLAN
QUANTITY
UNIT
Engineer's Estimate
ESTIMATED UNIT
PRICE
TOTAL PRICE
Tricon General Construction, Inc.
BID
UNIT PRICE
TOTAL PRICE
Staab Construction Corporation
BID
UNIT PRICE
TOTAL PRICE
Portzen Construction, Inc.
BID
UNIT PRICE
TOTAL PRICE
C.D. Smith Construction, Inc.
BID
UNIT PRICE
TOTAL PRICE
1 LS $ 10,000.00 $ 10,000.00 $ 40,000.00 $ 40,000.00 $ 14,000.00 $ 14,000.00 $ 12,600.00 $ 12,600.00 $ 30,000.00 $ 30,000.00
1200 CY $ 20.00 $ 24,000.00 $ 10.00 $ 12,000.00 $ 20.00 $ 24,000.00 $ 20.00 $ 24,000.00 $ 30.00 $ 36,000.00
5119 CY $ 5.00 $ 25,595.00 $ 40.00 $ 204,760.00 $ 19.00 $ 97,261.00 $ 19.00 $ 97,261.00 $ 30.00 $ 153,570.00
300 TON $ 25.00 $ 7,500.00 $ 20.00 $ 6,000.00 $ 28.00 $ 8,400.00 $ 27.30 $ 8,190.00 $ 55.00 $ 16,500.00
780 TON $ 20.00 $ 15,600.00 $ 20.00 $ 15,600.00 $ 24.00 $ 18,720.00 $ 24.20 $ 18,876.00 $ 50.00 $ 39,000.00
1620 TON $ 20.00 $ 32,400.00 $ 20.00 $ 32,400.00 $ 24.00 $ 38,880.00 $ 24.20 $ 39,204.00 $ 39.00 $ 63,180.00
1930 TON $ 25.00 $ 48,250.00 $ 20.00 $ 38,600.00 $ 34.00 $ 65,620.00 $ 34.70 $ 66,971.00 $ 30.00 $ 57,900.00
1 LS $ 3,500.00 $ 3,500.00 $ 4,200.00 $ 4,200.00 $ 6,800.00 $ 6,800.00 $ 6,720.00 $ 6,720.00 $ 10,000.00 $ 10,000.00
Sub Total $ 166,845.00 Sub Total $ 353,560.00 Sub Total $ 273,681.00 Sub Total $ 273,822.00 Sub Total $ 406,150.00
Class I, Bedding Material, 1" Commercial Clean Stone 845 TON $ 20.00 $ 16,900.00 $ 20.00 $ 16,900.00 $ 30.00 $ 25,350.00 $ 29.40 $ 24,843.00 $ 75.00 $ 63,375.00
100 CY $ 150.00 $ 15,000.00 $ 200.00 $ 20,000.00 $ 140.00 $ 14,000.00 $ 147.00 $ 14,700.00 $ 100.00 $ 10,000.00
Trench Foundation - 3" Breaker Run, (Modified Macadam Pile) 400 TON $ 20.00 $ 8,000.00 $ 20.00 $ 8,000.00 $ 24.00 $ 9,600.00 $ 24.20 $ 9,680.00 $ 39.00 $ 15,600.00
Replacement of Unsuitable Backfill Material, Gr 30, (Modified Subbase Pile) 4010 TON $ 22.00 $ 88,220.00 $ 30.00 $ 120,300.00 $ 25.00 $ 100,250.00 $ 25.20 $ 101,052.00 $ 25.00 $ 100,250.00
Replacement of Unsuitable Backfill Material, Gr 32, (Man Sand Pile) 90 TON $ 25.00 $ 2,250.00 $ 30.00 $ 2,700.00 $ 28.00 $ 2,520.00 $ 28.30 $ 2,547.00 $ 30.00 $ 2,700.00
Trench Compaction Testing 1 LS $ 5,000.00 $ 5,000.00 $ 7,100.00 $ 7,100.00 $ 5,500.00 $ 5,500.00 $ 5,460.00 $ 5,460.00 $ 30,000.00 $ 30,000.00
Trenching, 26 Inch Depth 250 LF $ 10.00 $ 2,500.00 $ 15.00 $ 3,750.00 $ 10.00 $ 2,500.00 $ 10.00 $ 2,500.00 $ 38.00 $ 9,500.00
Trenching, 48 Inch Depth 400 LF $ 10.00 $ 4,000.00 $ 30.00 $ 12,000.00 $ 15.00 $ 6,000.00 $ 14.70 $ 5,880.00 $ 48.00 $ 19,200.00
Sub Total $ 141,870.00 Sub Total $ 190,750.00 Sub Total $ 165,720.00 Sub Total $ 166,662.00 Sub Total $ 250,625.00
Rock Excavation
Division 3020 - Trenchless Construction
17 3020-108-G-0 Conduit, Trenchless/Directional Drilling with Conduit
200 LF $ 40.00 $ 8,000.00 $ 100.00 $ 20,000.00 $ 125.00 $ 25,000.00 $ 129.00 $ 25,800.00 $ 122.85 $ 24,570.00
Division 4010 - Sanitary Sewers
Sub Total $ 8,000.00 Sub Total $ 20,000.00 Sub Total $ 25,000.00 Sub Total $ 25,800.00 Sub Total $ 24,570.00
18 4010-108-A-1 Sanitary Sewer Gravity Main, Trenched, 48" RCP 90.72 LF $ 58.50 $ 5,307.12 $ 250.00 $ 22,680.00 $ 780.00 $ 70,761.60 $ 798.00 $ 72,394.56 $ 1,115.00 $ 101,152.80
19 4010-108-A-1 Sanitary Sewer Gravity Main, Trenched, 54" RCP 204.39 LF $ 110.00 $ 22,482.90 $ 300.00 $ 61,317.00 $ 930.00 $ 190,082.70 $ 945.00 $ 193,148.55 $ 1,215.00 $ 248,333.85
20 4010-108-A-1 Sanitary Sewer Gravity Main, Trenched, 30" DIP 20.19 LF $ 655.00 $ 13,224.45 $ 400.00 $ 8,076.00 $ 780.00 $ 15,748.20 $ 798.00 $ 16,111.62 $ 1,015.00 $ 20,492.85
21 4010-108-C-1 Sanitary Sewer Force Main, Trenched, 30" PVC C900 196.63 LF $ 770.00 $ 151,405.10 $ 287.00 $ 56,432.81 $ 330.00 $ 64,887.90 $ 326.00 $ 64,101.38 $ 815.00 $ 160,253.45
22 4010-108-D-2 Sanitary Sewer Force Main with Casing Pipe, Trenchless, 30" PVC C900 300 LF $ 2,200.00 $ 660,000.00 $ 3,500.00 $ 1,050,000.00 $ 7,000.00 $ 2,100,000.00 $ 10,591.00 $ 3,177,300.00 $ 8,247.00 $ 2,474,100.00
23 4010-108-T-0 Fittings, DI Bend, 22 1/2 Deg, 30" 2 EA $ 6,750.00 $ 13,500.00 $ 11,000.00 $ 22,000.00 $ 13,500.00 $ 27,000.00 $ 13,650.00 $ 27,300.00 $ 9,300.00 $ 18,600.00
24 4010-108-T-0 Fittings, DI Bend, 45 Deg, 30" 4 EA $ 7,275.00 $ 29,100.00 $ 13,000.00 $ 52,000.00 $ 15,000.00 $ 60,000.00 $ 15,120.00 $ 60,480.00 $ 11,100.00 $ 44,400.00
25 4010-108-T-0 Fittings, DI Bend, 90 Deg, 30" 2 EA $ 7,275.00 $ 14,550.00 $ 17,000.00 $ 34,000.00 $ 21,000.00 $ 42,000.00 $ 21,420.00 $ 42,840.00 $ 15,250.00 $ 30,500.00
26 4010-108-T-0 Fittings, DI Cap or Plug, 30" 2 EA $ 3,325.47 $ 6,650.94 $ 5,000.00 $ 10,000.00 $ 12,000.00 $ 24,000.00 $ 11,340.00 $ 22,680.00 $ 3,750.00 $ 7,500.00
27 4010-108-U-0 Joint Restraint, Bell Harness, 30" 6 EA $ 3,699.00 $ 22,194.00 $ 3,000.00 $ 18,000.00 $ 2,500.00 $ 15,000.00 $ 2,520.00 $ 15,120.00 $ 2,250.00 $ 13,500.00
28 4010-108-U-0 Joint Restraint, Mega lug, 30" 20 EA $ 2,700.00 $ 54,000.00 $ 2,800.00 $ 56,000.00 $ 1,700.00 $ 34,000.00 $ 1,680.00 $ 33,600.00 $ 1,500.00 $ 30,000.00
Sub Total $ 992,414.51 Sub Total $ 1,390,505.81 Sub Total $ 2,643,480.40 Sub Total $ 3,725,076.11 Sub Total $ 3,148,832.95
Division 4020 - Storm Sewers
29 4020-108-A-1 Storm Sewer Gravity Main, Trenched, 15" RCP 176.02 LF $ 80.00 $ 14,081.60 $ 150.00 $ 26,403.00 $ 82.00 $ 14,433.64 $ 83.00 $ 14,609.66 $ 200.00 $ 35,204.00
30 4020-108-A-1 Storm Sewer Gravity Main, Trenched, 18" RCP 16.76 LF $ 90.00 $ 1,508.40 $ 165.00 $ 2,765.40 $ 86.00 $ 1,441.36 $ 88.20 $ 1,478.23 $ 225.00 $ 3,771.00
31 4020-108-A-1 Storm Sewer Gravity Main, Trenched, 24" RCP 126.44 LF $ 110.00 $ 13,908.40 $ 175.00 $ 22,127.00 $ 104.00 $ 13,149.76 $ 105.00 $ 13,276.20 $ 250.00 $ 31,610.00
32 4020-108-D-0 Removal of Storm Sewer, 15" RCP 77.55 LF $ 5.00 $ 387.75 $ 100.00 $ 7,755.00 $ 12.00 $ 930.60 $ 11.60 $ 899.58 $ 125.00 $ 9,693.75
33 4020-108-D-0 Removal of Storm Sewer, 24" RCP 50 LF $ 20.00 $ 1,000.00 $ 100.00 $ 5,000.00 $ 18.00 $ 900.00 $ 17.90 $ 895.00 $ 165.00 $ 8,250.00
Sub Total $ 30,886.15 Sub Total $ 64,050.40 Sub Total $ 30,855.36 Sub Total $ 31,158.67 Sub Total $ 88,528.75
LINE
NO.
Project Title:
REFERENCE
NUMBER
Old Mill Rd. Lift Station and Force Main Project - Phase I
BID ITEM DESCRIPTION
Division 4050 - Pipe Rehabilitation
34 4050-108-C-1 CIPP Main Lining, 48"
35 4050-108-C-1 CIPP Main Lining, 54"
36 4050-108-C-3 CIPP End Seal, 48"
Bid Date
22-Aug-24
PLAN
QUANTITY
UNIT
Engineer's Estimate
ESTIMATED UNIT
PRICE
TOTAL PRICE
Tricon General Construction, Inc.
BID
UNIT PRICE
TOTAL PRICE
Staab Construction Corporation
BID
UNIT PRICE
TOTAL PRICE
Portzen Construction, Inc.
BID
UNIT PRICE
TOTAL PRICE
C.D. Smith Construction, Inc.
BID
UNIT PRICE
TOTAL PRICE
270.72 LF $ 401.29 $ 108,637.23 $ 690.00 $ 186,796.80 $ 1,000.00 $ 270,720.00 $ 938.00 $ 253,935.36 $ 690.00 $ 186,796.80
180.39 LF $ 530.78 $ 95,747.40 $ 1,025.00 $ 184,899.75 $ 1,100.00 $ 198,429.00 $ 1,040.00 $ 187,605.60 $ 1,025.00 $ 184,899.75
6 EA $ 1,500.00 $ 9,000.00 $ 1,500.00 $ 9,000.00 $ 800.00 $ 4,800.00 $ 830.00 $ 4,980.00 $ 1,500.00 $ 9,000.00
37 4050-108-C-3 CIPP End Seal, 54"
Division 5010 - Pipe and Fittings
38 5010-108-A-1 Water Main, Trenched, DIP, 4"
39 5010-108-A-1 Water Main, Trenched, DIP, 6"
40 5010-108-A-1 Water Main, Trenched, DIP, 12"
41 5010-108-C-1 Fittings, DI Tee, 6x6
42 5010-108-C-1 Fittings, DI Tee, 12x6
4 EA $ 1,800.00 $ 7,200.00 $ 1,900.00 $ 7,600.00 $ 1,100.00 $ 4,400.00 $ 1,115.00 $ 4,460.00 $ 1,900.00 $ 7,600.00
Sub Total $ 220,584.63 Sub Total $ 388,296.55 Sub Total $ 478,349.00 Sub Total $ 450,980.96 Sub Total $ 388,296.55
130 LF $ 40.00 $ 5,200.00 $ 124.00 $ 16,120.00 $ 112.00 $ 14,560.00 $ 115.50 $ 15,015.00 $ 175.00 $ 22,750.00
40 LF $ 60.00 $ 2,400.00 $ 147.00 $ 5,880.00 $ 100.00 $ 4,000.00 $ 101.90 $ 4,076.00 $ 200.00 $ 8,000.00
80 LF $ 95.00 $ 7,600.00 $ 195.00 $ 15,600.00 $ 175.00 $ 14,000.00 $ 178.50 $ 14,280.00 $ 750.00 $ 60,000.00
1 EA $ 800.00 $ 800.00 $ 524.00 $ 524.00 $ 800.00 $ 800.00 $ 808.50 $ 808.50 $ 275.00 $ 275.00
1 EA $ 1,700.00 $ 1,700.00 $ 850.00 $ 850.00 $ 1,600.00 $ 1,600.00 $ 1,575.00 $ 1,575.00 $ 1,500.00 $ 1,500.00
43 5010-108-C-1 Fittings, DI Reducer, 6x4
44 5010-108-C-1 Fittings, DI Bend, 45 Deg, 4"
1 EA $ 250.00 $ 250.00 $ 300.00 $ 300.00 $ 360.00 $ 360.00 $ 357.00 $ 357.00 $ 150.00 $ 150.00
2 EA $ 275.00 $ 550.00 $ 200.00 $ 400.00 $ 380.00 $ 760.00 $ 378.00 $ 756.00 $ 125.00 $ 250.00
45 5010-108-C-1 Fittings, DI Bend, 90 Deg, 4"
46 5010-108-C-3 Joint Restraint, Bell Harness, 4"
1 EA $ 275.00 $ 275.00 $ 215.00 $ 215.00 $ 400.00 $ 400.00 $ 399.00 $ 399.00 $ 125.00 $ 125.00
5 EA $ 200.00 $ 1,000.00 $ 140.00 $ 700.00 $ 420.00 $ 2,100.00 $ 430.50 $ 2,152.50 $ 100.00 $ 500.00
47 5010-108-C-3 Joint Restraint, Bell Harness, 6"
48 5010-108-C-3 Joint Restraint, Mega lug, 4"
1 EA $ 200.00 $ 200.00 $ 250.00 $ 250.00 $ 480.00 $ 480.00 $ 472.50 $ 472.50 $ 125.00 $ 125.00
7 EA $ 150.00 $ 1,050.00 $ 79.00 $ 553.00 $ 350.00 $ 2,450.00 $ 31.50 $ 220.50 $ 75.00 $ 525.00
49 5010-108-C-3 Joint Restraint, Mega lug, 6"
50 5010-108-C-3 Joint Restraint, Mega lug, 12"
11 EA $ 150.00 $ 1,650.00 $ 85.00 $ 935.00 $ 420.00 $ 4,620.00 $ 430.50 $ 4,735.50 $ 100.00 $ 1,100.00
3 EA $ 350.00 $ 1,050.00 $ 174.00 $ 522.00 $ 450.00 $ 1,350.00 $ 430.50 $ 1,291.50 $ 500.00 $ 1,500.00
51 5010-108-E-3 Water Service Stubs, Curb Stop and Box, 1"
Division 5020 - Valves, Fire Hydrants, and Appurtenances
52 5020-108-A-0 Valve, Gate, 4"
53 5020-108-A-0 Valve, Gate, 6"
54 5020-108-A-0 Valve, Gate, 12"
55 5020-108-C-0 Fire Hydrant
Division 6010 - Structures for Sanitary and Storm Sewers
1 EA $ 1,500.00 $ 1,500.00 $ 1,100.00 $ 1,100.00 $ 6,000.00 $ 6,000.00 $ 6,090.00 $ 6,090.00 $ 6,500.00 $ 6,500.00
Sub Total $ 25,225.00 Sub Total $ 43,949.00 Sub Total $ 53,480.00 Sub Total $ 52,229.00 Sub Total $ 103,300.00
1 EA $ 1,800.00 $ 1,800.00 $ 1,600.00 $ 1,600.00 $ 2,100.00 $ 2,100.00 $ 2,100.00 $ 2,100.00 $ 1,500.00 $ 1,500.00
3 EA $ 2,100.00 $ 6,300.00 $ 1,800.00 $ 5,400.00 $ 2,300.00 $ 6,900.00 $ 2,310.00 $ 6,930.00 $ 1,750.00 $ 5,250.00
1 EA $ 3,500.00 $ 3,500.00 $ 4,000.00 $ 4,000.00 $ 5,600.00 $ 5,600.00 $ 5,670.00 $ 5,670.00 $ 4,000.00 $ 4,000.00
1 EA $ 5,000.00 $ 5,000.00 $ 5,500.00 $ 5,500.00 $ 8,500.00 $ 8,500.00 $ 8,295.00 $ 8,295.00 $ 10,750.00 $ 10,750.00
Sub Total $ 16,600.00 Sub Total $ 16,500.00 Sub Total $ 23,100.00 Sub Total $ 22,995.00 Sub Total $ 21,500.00
56 6010-108-A-0 Manhole Type, SW-304 (*see plans for dimensions*) 142.57 VF $ 1,950.00 $ 278,011.50 $ 137.00 $ 19,532.09 $ 3,787.61 $ 539,999.56 $ 4,011.00 $ 571,848.27 $ 3,553.00 $ 506,551.21
57 6010-108-B-0 Intake Type, SW-501 28.86 VF $ 500.00 $ 14,430.00 $ 150.00 $ 4,329.00 $ 780.00 $ 22,510.80 $ 777.00 $ 22,424.22 $ 2,418.00 $ 69,783.48
58 6010-108-C-1 Internal Drop Connection 1 EA $ 5,000.00 $ 5,000.00 $ 1,500.00 $ 1,500.00 $ 4,000.00 $ 4,000.00 $ 3,990.00 $ 3,990.00 $ 5,000.00 $ 5,000.00
59 6010-108-G-3 Concrete Collar Structure Connection - Pipes Greater than 12" Diameter 1 EA $ 200.00 $ 200.00 $ 850.00 $ 850.00 $ 1,200.00 $ 1,200.00 $ 1,680.00 $ 1,680.00 $ 4,000.00 $ 4,000.00
60 6010-108-H-1 Remove Manhole 1 EA $ 500.00 $ 500.00 $ 1,500.00 $ 1,500.00 $ 1,000.00 $ 1,000.00 $ 1,029.00 $ 1,029.00 $ 4,000.00 $ 4,000.00
61 6010-108-H-2 Remove Intake 3 EA $ 500.00 $ 1,500.00 $ 1,200.00 $ 3,600.00 $ 800.00 $ 2,400.00 $ 766.50 $ 2,299.50 $ 2,000.00 $ 6,000.00
62 6010-108-1-2 Intake, Remove and Replace, Install Type, SW-501 10.51 VF $ 450.00 $ 4,729.50 $ 200.00 $ 2,102.00 $ 1,000.00 $ 10,510.00 $ 1,008.00 $ 10,594.08 $ 2,100.00 $ 22,071.00
63 6010-108-1-2 Intake, Remove and Replace, Install Type, SW-513 5.07 VF $ 1,000.00 $ 5,070.00 $ 200.00 $ 1,014.00 $ 2,400.00 $ 12,168.00 $ 2,415.00 $ 12,244.05 $ 6,500.00 $ 32,955.00
Sub Total $ 309,441.00 Sub Total $ 34,427.09 Sub Total $ 593,788.36 Sub Total $ 626,109.12 Sub Total $ 650,360.69
Division 7010 - Portland Cement Concrete Pavement
64 7010-108-A-0 Pavement, PCC, 8" (Thickness)
1485.92 SY $ 60.00 $ 89,155.20 $ 68.00 $ 101,042.56 $ 85.00 $ 126,303.20 $ 74.00 $ 109,958.08 $ 100.85 $ 149,855.03
Division 7030 - Sidewalks, Shared Use Paths, and Driveways
65 7030-108-A-1 Removal of Sidewalk
66 7030-108-A-3 Removal of Driveway
67 7030-108-E-0 PCC, Sidewalk, 4" (Thickness)
68 7030-108-H-1 Driveway, Paved, PCC, 8" (Thickness)
Sub Total $ 89,155.20 Sub Total $ 101,042.56 Sub Total $ 126,303.20 Sub Total $ 109,958.08 Sub Total $ 149,855.03
84.3 SY $ 20.00 $ 1,686.00 $ 18.00 $ 1,517.40 $ 7.00 $ 590.10 $ 15.00 $ 1,264.50 $ 20.00 $ 1,686.00
13.24 SY $ 20.00 $ 264.80 $ 27.00 $ 357.48 $ 14.00 $ 185.36 $ 22.00 $ 291.28 $ 40.00 $ 529.60
84.3 SY $ 40.00 $ 3,372.00 $ 78.00 $ 6,575.40 $ 80.00 $ 6,744.00 $ 62.00 $ 5,226.60 $ 114.25 $ 9,631.28
13.24 SY $ 70.00 $ 926.80 $ 176.00 $ 2,330.24 $ 180.00 $ 2,383.20 $ 105.00 $ 1,390.20 $ 149.00 $ 1,972.76
Sub Total $ 6,249.60 Sub Total $ 10,780.52 Sub Total $ 9,902.66 Sub Total $ 8,172.58 Sub Total $ 13,819.64
LINE
NO.
Project Title:
REFERENCE
NUMBER
Old Mill Rd. Lift Station and Force Main Project - Phase I
BID ITEM DESCRIPTION
Division 7040 - Pavement Rehabilitation
69 7040-108-H-0 Pavement - Removal
Bid Date
22-Aug-24
PLAN
QUANTITY
UNIT
Engineer's Estimate
ESTIMATED UNIT
PRICE
TOTAL PRICE
Tricon General Construction, Inc.
BID
UNIT PRICE
TOTAL PRICE
362.92 SY $ 20.00 $ 7,258.40 $ 27.00 $ 9,798.84
Division 8010 - Traffic Signals & Lighting
70 8010-108-C-0 Handhole, Composite, HH 11-18
71 8010-108-G-0 Connections, Existing Handholes and Vaults
Sub Total $ 7,258.40 Sub Total
$ 9,798.84
Staab Construction Corporation
BID
UNIT PRICE
$ 10.00
Sub Total
TOTAL PRICE
$ 3,629.20
$ 3,629.20
Portzen Construction, Inc.
BID
UNIT PRICE
TOTAL PRICE
$ 18.00 $
Sub Total $
C.D. Smith Construction, Inc.
BID
UNIT PRICE
6,532.56 $
6,532.56 Sub Total
TOTAL PRICE
60.00 $ 21,775.20
$ 21,775.20
3 EA $ 600.00 $ 1,800.00 $ 600.00 $ 1,800.00 $ 600.00 $ 1,800.00 $ 489.00 $ 1,467.00 $ 608.36 $ 1,825.08
1 EA $ 500.00 $ 500.00 $ 150.00 $ 150.00 $ 200.00 $ 200.00 $ 166.00 $ 166.00 $ 158.00 $ 158.00
72 8010-108-H-0 Conduit, PVC, 2"
73 8010-108-J-0 Wiring and Cable - Power
74 8010-108-J-0 Wiring and Cable - Tracer
75 8010-108-J-0 Wiring and Cable - Category 6E
76 8010-108-L-0 Bonding and Grounding
77 8010-108-N-0 Street Light, Galvanized, 20'
1684 LF $ 8.00 $ 13,472.00 $ 5.25 $ 8,841.00 $ 4.00 $ 6,736.00 $ 4.25 $ 7,157.00 $ 4.02 $ 6,769.68
1416 LF $ 3.50 $ 4,956.00 $ 2.50 $ 3,540.00 $ 4.00 $ 5,664.00 $ 4.00 $ 5,664.00 $ 3.78 $ 5,352.48
1000 LF $ 1.00 $ 1,000.00 $ 1.00 $ 1,000.00 $ 0.50 $ 500.00 $ 0.32 $ 320.00 $ 0.30 $ 300.00
354 LF $ 6.00 $ 2,124.00 $ 5.00 $ 1,770.00 $ 6.00 $ 2,124.00 $ 6.00 $ 2,124.00 $ 5.51 $ 1,950.54
2 EA $ 200.00 $ 400.00 $ 1,000.00 $ 2,000.00 $ 150.00 $ 300.00 $ 156.00 $ 312.00 $ 148.00 $ 296.00
1 EA $ 5,200.00 $ 5,200.00 $ 5,800.00 $ 5,800.00 $ 6,600.00 $ 6,600.00 $ 7,571.00 $ 7,571.00 $ 6,448.00 $ 6,448.00
78 8010-108-N-0 Camera Pole, Painted, 12'
79 8010-108-R-0 Cameras, Traffic & Surveillance, Fixed
80 8010-108-S-0 Cameras, Traffic & Surveillance, 180 Deg
Division 8020 - Pavement Marking
1 EA $ 2,000.00 $ 2,000.00 $ 2,500.00 $ 2,500.00 $ 3,500.00 $ 3,500.00 $ 3,533.00 $ 3,533.00 $ 3,364.00 $ 3,364.00
2 EA $ 3,000.00 $ 6,000.00 $ 3,000.00 $ 6,000.00 $ 4,000.00 $ 8,000.00 $ 4,021.00 $ 8,042.00 $ 3,829.00 $ 7,658.00
2 EA $ 3,250.00 $ 6,500.00 $ 3,000.00 $ 6,000.00 $ 4,000.00 $ 8,000.00 $ 4,129.00 $ 8,258.00 $ 3,932.00 $ 7,864.00
Sub Total $ 43,952.00 Sub Total $ 39,401.00 Sub Total $ 43,424.00 Sub Total $ 44,614.00 Sub Total $ 41,985.78
81 8020-108-B-0 Painted Pavement Markings, SolvenUWaterborne 0.95 STA $ 1,000.00 $ 950.00 $ 500.00 $ 475.00 $ 500.00 $ 475.00 $ 525.00 $ 498.75 $ 500.00 $ 475.00
82 8020-108-G-0 Painted Symbols and Legends 1 EA $ 125.00 $ 125.00 $ 500.00 $ 500.00 $ 500.00 $ 500.00 $ 525.00 $ 525.00 $ 500.00 $ 500.00
Division 8030 - TemporaryTraffic Control
83 8030-108-A-0 Temporary Traffic Control
Sub Total $ 1,075.00 Sub Total $ 975.00 Sub Total $ 975.00 Sub Total $ 1,023.75 Sub Total $ 975.00
1 LS $ 25,000.00 $ 25,000.00 $ 21,900.00 $ 21,900.00 $ 25,000.00 $ 25,000.00 $ 23,000.00 $ 23,000.00 $ 21,900.00 $ 21,900.00
Division 9010 - Seeding
Sub Total $ 25,000.00 Sub Total $ 21,900.00 Sub Total $ 25,000.00 Sub Total $ 23,000.00 Sub Total $ 21,900.00
84 9010-108-A-1 Conv. - Seeding, Native Grass & Wildflower Seeding, by AC 1.5 AC $ 4,500.00 $ 6,750.00 $ 2,500.00 $ 3,750.00 $ 2,500.00 $ 3,750.00 $ 2,626.00 $ 3,939.00 $ 2,100.00 $ 3,150.00
85 9010-108-A-3 Mulching, by AC 2.77 AC $ 1,000.00 $ 2,770.00 $ 700.00 $ 1,939.00 $ 800.00 $ 2,216.00 $ 735.00 $ 2,035.95 $ 700.00 $ 1,939.00
86 9010-108-B-0 Hydraulic - Seeding, Fertilizing, and Mulching, Type 1, by SY 340 SY $ 0.83 $ 282.20 $ 2.00 $ 680.00 $ 2.00 $ 680.00 $ 2.10 $ 714.00 $ 3.50 $ 1,190.00
87 9010-108-B-0 Hydraulic - Seeding, Fertilizing, and Mulching, Type 4, by SY 7340 SY $ 0.85 $ 6,239.00 $ 0.50 $ 3,670.00 $ 0.50 $ 3,670.00 $ 0.55 $ 4,037.00 $ 3.00 $ 22,020.00
88 9010-108-B-0 Hydraulic - Seeding, Fertilizing, and Mulching, Type 6, by SY 423 SY $ 0.50 $ 211.50 $ 2.00 $ 846.00 $ 2.00 $ 846.00 $ 2.10 $ 888.30 $ 3.50 $ 1,480.50
89 9010-108-D-0 Watering 13 MGAL $ 800.00 $ 10,400.00 $ 100.00 $ 1,300.00 $ 100.00 $ 1,300.00 $ 105.00 $ 1,365.00 $ 2,000.00 $ 26,000.00
Division 9040 - Erosion and Sediment Control
Sub Total $ 26,652.70 Sub Total $ 12,185.00 Sub Total $ 12,462.00 Sub Total $ 12,979.25 Sub Total $ 55,779.50
90 9040-108-A-1 Stormwater Pollution Prevention Plan (SWPPP) Preparation 1 LS $ 5,000.00 $ 5,000.00 $ 1,500.00 $ 1,500.00 $ 2,000.00 $ 2,000.00 $ 1,600.00 $ 1,600.00 $ 10,000.00 $ 10,000.00
91 9040-108-A-2 Stormwater Pollution Prevention Plan (SWPPP) Management 1 LS $ 10,000.00 $ 10,000.00 $ 5,000.00 $ 5,000.00 $ 14,000.00 $ 14,000.00 $ 500.00 $ 500.00 $ 10,000.00 $ 10,000.00
92 9040-108-D-1 Filter Socks, 12" 1500 LF $ 6.00 $ 9,000.00 $ 2.75 $ 4,125.00 $ 3.00 $ 4,500.00 $ 3.00 $ 4,500.00 $ 10.00 $ 15,000.00
93 9040-108-D-2 Filter Socks, Removal 1500 LF $ 0.50 $ 750.00 $ 0.20 $ 300.00 $ 0.20 $ 300.00 $ 0.25 $ 375.00 $ 3.00 $ 4,500.00
94 9040-108-0-2 Stabilized Construction Entrance by Ton 200 TON $ 30.00 $ 6,000.00 $ 25.00 $ 5,000.00 $ 40.00 $ 8,000.00 $ 45.00 $ 9,000.00 $ 40.00 $ 8,000.00
95 9040-108-T-1 Inlet Protection Device, Installation 14 EA $ 100.00 $ 1,400.00 $ 150.00 $ 2,100.00 $ 30.00 $ 420.00 $ 158.00 $ 2,212.00 $ 350.00 $ 4,900.00
96 9040-108-T-2 Inlet Protection Device, Maintenance 14 EA $ 25.00 $ 350.00 $ 25.00 $ 350.00 $ 100.00 $ 1,400.00 $ 27.00 $ 378.00 $ 250.00 $ 3,500.00
Sub Total $ 32,500.00 Sub Total $ 18,375.00 Sub Total $ 30,620.00 Sub Total $ 18,565.00 Sub Total $ 55,900.00
Division 9060 - Chain Link Fence
97 9060-108-F-0 Temporary Fence
1150 LF $ 17.70 $ 20,355.00 $ 6.00 $ 6,900.00 $ 15.00 $ 17,250.00 $ 10.00 $ 11,500.00 $ 16.00 $ 18,400.00
Division 9080 - Concrete Steps, Handrails, and Safety Rail
98 9080-108-B-0 Handrail
Division 11,010 - Construction Survey
99 11010-108-A-0 Construction Survey
Sub Total $ 20,355.00 Sub Total $ 6,900.00 Sub Total $ 17,250.00 Sub Total $ 11,500.00 Sub Total $ 18,400.00
13 LF $ 150.00 $ 1,950.00 $ 150.00 $ 1,950.00 $ 70.00 $ 910.00 $ 250.00 $ 3,250.00 $ 250.00 $ 3,250.00
Sub Total $ 1,950.00 Sub Total $ 1,950.00 Sub Total $ 910.00 Sub Total $ 3,250.00 Sub Total $ 3,250.00
1 LS $ 20,000.00 $ 20,000.00 $ 47,000.00 $ 47,000.00 $ 50,000.00 $ 50,000.00 $ 60,000.00 $ 60,000.00 $ 30,000.00 $ 30,000.00
Division 11,020 - Mobilization
100 11020-108-A-0 Mobilization
Division 11,030 - Temporary Services During Construction
101 11030-108-A-0 Maintenance of Postal Service
Sub Total $ 20,000.00 Sub Total $ 47,000.00 Sub Total $ 50,000.00 Sub Total $ 60,000.00 Sub Total $ 30,000.00
1 LS $ 800,000.00 $ 800,000.00 $ 1,250,000.00 $ 1,250,000.00 $ 500,000.00 $ 500,000.00
Sub Total $ 800,000.00 Sub Total $ 1,250,000.00 Sub Total $ 500,000.00
$ 1,268,684.00 $ 1,268,684.00
Sub Total $ 1,268,684.00
$ 1,879,500.00
Sub Total
$ 1,879,500.00
$ 1,879,500.00
1 LS $ 500.00 $ 500.00 $ 2,600.00 $ 2,600.00 $ 2,000.00 $ 2,000.00 $ 5,000.00 $ 5,000.00 $ 1,500.00 $ 1,500.00
Division 11,050 - Concrete Washout
102 11050-108-A-0 Concrete Washout
Sub Total $ 500.00 Sub Total $ 2,600.00 Sub Total $ 2,000.00 Sub Total $ 5,000.00 Sub Total $ 1,500.00
1 LS $ 5,000.00 $ 5,000.00 $ 4,000.00 $ 4,000.00 $ 1,000.00 $ 1,000.00 $ 5,500.00 $ 5,500.00 $ 5,000.00 $ 5,000.00
Sub Total $ 5,000.00 Sub Total $ 4,000.00 Sub Total $ 1,000.00 Sub Total $ 5,500.00 Sub Total $ 5,000.00
LINE
NO.
Project Title:
REFERENCE
NUMBER
103 SP
104 SP
105 SP
106 SP
107 SP
108 SP
109 SP
110 SP
111 SP
112 SP
113 SP
114 SP
115 SP
116 SP
117 SP
Old Mill Rd. Lift Station and Force Main Project - Phase I
BID ITEM DESCRIPTION
Special Provisions - Non -Standard Project Items
Bid Date
22-Aug-24
PLAN
QUANTITY
UNIT
Engineer's Estimate
ESTIMATED UNIT
PRICE
TOTAL PRICE
Tricon General Construction, Inc.
BID
UNIT PRICE
TOTAL PRICE
Staab Construction Corporation
BID
UNIT PRICE
TOTAL PRICE
Portzen Construction, Inc.
BID
UNIT PRICE
TOTAL PRICE
C.D. Smith Construction, Inc.
BID
UNIT PRICE
TOTAL PRICE
4010 - Sanitary Sewer Gravity Main, Trenchless, Steel, 48" Dia 180 LF $ 3,000.00 $ 540,000.00 $ 5,000.00 $ 900,000.00 $ 6,700.00 $ 1,206,000.00 $ 8,564.00 $ 1,541,520.00 $ 9,265.00 $ 1,667,700.00
4020 - Storm Sewer Gravity, Trenched, Downspout, 6" PVC (PS46) 140 LF $ 75.00 $ 10,500.00 $ 125.00 $ 17,500.00 $ 50.00 $ 7,000.00 $ 47.30 $ 6,622.00 $ 90.00 $ 12,600.00
4020 - Storm Sewer Gravity, Trenched, Downspout, 8" PVC (PS46) 50 LF $ 65.00 $ 3,250.00 $ 135.00 $ 6,750.00 $ 100.00 $ 5,000.00 $ 105.00 $ 5,250.00 $ 125.00 $ 6,250.00
4020 - Storm Sewer Gravity, Trenched, Downspout Cleanout, 6" PVC (PS46) 2 EA $ 850.00 $ 1,700.00 $ 500.00 $ 1,000.00 $ 1,900.00 $ 3,800.00 $ 1,890.00 $ 3,780.00 $ 4,0100.00 $ 8,000.00
Conduit, PVC, Schedule 40, 5" 500 LF $ 15.00 $ 7,500.00 $ 12.00 $ 6,000.00 $ 12.00 $ 6,000.00 $ 12.00 $ 6,000.00 $ 11.34 $ 5,670.00
1 EA $ 3,000.00 $ 3,000.00 $ 4,500.00 $ 4,500.00 $ 17,000.00 $ 17,000.00 $ 6,212.00 $ 6,212.00 $ 5,916.00 $ 5,916.00
1 EA $ 3,000.00 $ 3,000.00 $ 2,000.00 $ 2,000.00 $ 4,000.00 $ 4,000.00 $ 2,434.00 $ 2,434.00 $ 2,318.00 $ 2,318.00
1 EA $ 12,000.00 $ 12,000.00 $ 5,100.00 $ 5,100.00 $ 5,500.00 $ 5,500.00 $ 5,506.00 $ 5,506.00 $ 5,234.00 $ 5,234.00
8010 - Pre -Terminated 24SM Fiber Optic Cable 300 LF $ 3.00 $ 900.00 $ 26.00 $ 7,800.00 $ 30.00 $ 9,000.00 $ 29.00 $ 8,700.00 $ 27.60 $ 8,280.00
1 EA $ 4,200.00 $ 4,200.00 $ 12,000.00 $ 12,000.00 $ 14,000.00 $ 14,000.00 $ 13,949.00 $ 13,949.00 $ 13,284.00 $ 13,284.00
1 LS $ 12,632,000.00 $ 12,632,000.00 $ 16,705,028.23 $ 16,705,028.23 $ 16,513,270.00 $ 16,513,270.00 $ 13,908,700.00 $ 13,908,700.00 $ 19,158,014.91 $ 19,158,014.91
Engine Generator and Foundation 1 LS $ 885,000.00 $ 885,000.00 $ 355,000.00 $ 355,000.00 $ 350,000.00 $ 350,000.00 $ 349,429.00 $ 349,429.00 $ 376,910.00 $ 376,910.00
CN Rail Road Requirements 1 NTE $ 764,500.00 $ 764,500.00 $ 100,000.00 $ 100,000.00 $ 94,000.00 $ 94,000.00 $ 100,000.00 $ 100,000.00 $ 100,000.00 $ 100,000.00
Dewatering - Lowering Subsurface Groundwater Level 1 LS $ 335,000.00 $ 335,000.00 $ 240,000.00 $ 240,000.00 $ 20,000.00 $ 20,000.00 $ 616,402.00 $ 616,402.00 $ 100,000.00 $ 100,000.00
Cast -In -Place Retaining Walls Inc CIP Columns, Railing, and masonry facia. 2105 SF $ 250.00 $ 526,250.00 $ 175.00 $ 368,375.00 $ 200.00 $ 421,000.00 $ 182.00 $ 383,110.00 $ 162.00 $ 341,010.00
Sub Total $ 15,728,800.00 Sub Total $ 18,731,053.23 Sub Total $ 18,675,570.00 Sub Total $ 16,957,614.00 Sub Total $ 21,811,186.91
Transformer Pad -'PAD II"
CT Cabinet Precast Foundation
CT Cabinet
8010 - Ethernet Switch
Old Mill Rd. Lift Station
Total Bid Amount: $ 18,720,314.19
% Over / Under (-)
$ 22,760,000.00 $ 23,786,500.18
Total Bid $ 22,760,000.00 Total Bid $ 23,786,500.18
$ 23,911,226.08 $ 29,192,991.00
Total Bid $ 23,911,226.08 Total Bid $ 29,192,991.00
21.58% 27.06% 27.73% 55.94%
Contract
Award
Item
LINE
NO.
Masterpiece on the Mississippi
REFERENCE
NUMBER
City of Dubuque, Iowa
Construction Contract Award
Award Date: 3-Sep-24
Project Title:
Old Mill Rd. Lift Station and Force Main Project -
Phase l
Contractor Name: Tricon General Construction, Inc.
Address
City, State, Zip
1230 East 12th St.
Dubuque, IA 52001
DESCRIPTION
PLAN
QUANTITY
UNIT
UNIT PRICE
TOTAL PRICE
Division 2010 - Earthwork, Subgrade, and Subbase
Award 1 2010-108-C-0 Clearing and Grubbing C
Award 2 2010-108-D-1 Topsoil, On -site
Award 3 2010-108-E-0 Excavation, Class 10
Award 4 2010-108-H-0 Granular Stabilization, 3" Breaker Run (Modified Macadam)
Award 5 2010-108-J-0 Subbase, Special Backfill - Gr 30 (3/4" Dense Base Pile)
Award 6 2010-108-J-0 Subbase, 3" Breaker Run, (Modified Macadam Pile)
Award 7 2010-108-J-0 Subbase, Porous Aggregate - Gradation 3 (ASTM 57)
Award 8 2010-108-M-0 Compaction Testing
Division 3010 - Trench Excavation and Backfill
1 LS $ 40,000.00 $ 40,000.00
1200 CY $ 10.00 $ 12,000.00
5119 CY $ 40.00 $ 204,760.00
300 TON $ 20.00 $ 6,000.00
780 TON $ 20.00 $ 15,600.00
1620 TON $ 20.00 $ 32,400.00
1930 TON $ 20.00 $ 38,600.00
1 LS $ 4,200.00 $ 4,200.00
Sub Total $ 353,560.00
Award 9 3010-108-A-4 Class I, Bedding Material, 1" Commercial Clean Stone 845 TON $ 20.00 $ 16,900.00
Award 10 3010-108-B-0 Rock Excavation 100 CY $ 200.00 $ 20,000.00
Award 11 3010-108-C-0 Trench Foundation - 3" Breaker Run, (Modified Macadam Pile) 400 TON $ 20.00 $ 8,000.00
Award 12 3010-108-D-0 Replacement of Unsuitable Backfill Material, Gr 30, (Modified Subbase Pile) 4010 TON $ 30.00 $ 120,300.00
Award 13 3010-108-D-0 Replacement of Unsuitable Backfill Material, Gr 32, (Man Sand Pile) 90 TON $ 30.00 $ 2,700.00
Award 14 3010-108-F-0 Trench Compaction Testing 1 LS $ 7,100.00 $ 7,100.00
Award 15 3010-108-J-0 Trenching, 26 Inch Depth 250 LF $ 15.00 $ 3,750.00
Award 16 3010-108-K-0 Trenching, 48 Inch Depth 400 LF $ 30.00 $ 12,000.00
Sub Total $ 190,750.00
Division 3020 - Trenchless Construction
Award 17 3020-108-G-0 Conduit, Trenchless/Directional Drilling with Conduit
Division 4010 - Sanitary Sewers
200 LF $ 100.00 $ 20,000.00
Sub Total $ 20,000.00
Award 18 4010-108-A-1 Sanitary Sewer Gravity Main, Trenched, 48" RCP 90.72 LF $ 250.00 $ 22,680.00
Award 19 4010-108-A-1 Sanitary Sewer Gravity Main, Trenched, 54" RCP 204.39 LF $ 300.00 $ 61,317.00
Award 20 4010-108-A-1 Sanitary Sewer Gravity Main, Trenched, 30" DIP 20.19 LF $ 400.00 $ 8,076.00
Award 21 4010-108-C-1 Sanitary Sewer Force Main, Trenched, 30" PVC C900 196.63 LF $ 287.00 $ 56,432.81
Award 22 4010-108-D-2 Sanitary Sewer Force Main with Casing Pipe, Trenchless, 30" PVC C900 300 LF $ 3,500.00 $ 1,050,000.00
Award 23 4010-108-T-0 Fittings, DI Bend, 22 1/2 Deg, 30" 2 EA $ 11,000.00 $ 22,000.00
Award 24 4010-108-T-0 Fittings, DI Bend, 45 Deg, 30" 4 EA $ 13,000.00 $ 52,000.00
Award 25 4010-108-T-0 Fittings, DI Bend, 90 Deg, 30" 2 EA $ 17,000.00 $ 34,000.00
Award 26 4010-108-T-0 Fittings, DI Cap or Plug, 30" 2 EA $ 5,000.00 $ 10,000.00
Award 27 4010-108-U-0 Joint Restraint, Bell Hamess, 30" 6 EA $ 3,000.00 $ 18,000.00
Award 28 4010-108-U-0 Joint Restraint, Mega lug, 30" 20 EA $ 2,800.00 $ 56,000.00
Sub Total $ 1,390,505.81
Division 4020 - Storm Sewers
Award 29 4020-108-A-1 Storm Sewer Gravity Main, Trenched, 15" RCP 176.02 LF $ 150.00 $ 26,403.00
Award 30 4020-108-A-1 Storm Sewer Gravity Main, Trenched, 18" RCP 16.76 LF $ 165.00 $ 2,765.40
Award 31 4020-108-A-1 Storm Sewer Gravity Main, Trenched, 24" RCP 126.44 LF $ 175.00 $ 22,127.00
Award 32 4020-108-D-0 Removal of Storm Sewer, 15" RCP 77.55 LF $ 100.00 $ 7,755.00
Award 33 4020-108-D-0 Removal of Storm Sewer, 24" RCP 50 LF $ 100.00 $ 5,000.00
Sub Total $ 64,050.40
Item I I NO. I I NUMBER I
QUANTITY I I I I .,,.,, I I ,.,,.,� r..,..L I
Division 4050 - Pipe Rehabilitation
Award 34 4050-108-C-1 CIPP Main Lining, 48" 270.72 LF $ 690.00 $ 186,796.80
Award 35 4050-108-C-1 CIPP Main Lining, 54" 180.39 LF $ 1,025.00 $ 184,899.75
Award 36 4050-108-C-3 CIPP End Seal, 48" 6 EA $ 1,500.00 $ 9,000.00
Award 37 4050-108-C-3 CIPP End Seal, 54" 4 EA $ 1,900.00 $ 7,600.00
Sub Total $ 388,296.55
Division 5010 - Pipe and Fittings
Award 38 5010-108-A-1 Water Main, Trenched, DIP, 4" 130 LF $ 124.00 $ 16,120.00
Award 39 5010-108-A-1 Water Main, Trenched, DIP, 6" 40 LF $ 147.00 $ 5,880.00
Award 40 5010-108-A-1 Water Main, Trenched, DIP, 12" 80 LF $ 195.00 $ 15,600.00
Award 41 5010-108-C-1 Fittings, DI Tee, 6x6 1 EA $ 524.00 $ 524.00
Award 42 5010-108-C-1 Fittings, DI Tee, 12x6 1 EA $ 850.00 $ 850.00
Award 43 5010-108-C-1 Fittings, DI Reducer, 6x4 1 EA $ 300.00 $ 300.00
Award 44 5010-108-C-1 Fittings, DI Bend, 45 Deg, 4" 2 EA $ 200.00 $ 400.00
Award 45 5010-108-C-1 Fittings, DI Bend, 90 Deg, 4" 1 EA $ 215.00 $ 215.00
Award 46 5010-108-C-3 Joint Restraint, Bell Harness, 4" 5 EA $ 140.00 $ 700.00
Award 47 5010-108-C-3 Joint Restraint, Bell Hamess, 6" 1 EA $ 250.00 $ 250.00
Award 48 5010-108-C-3 Joint Restraint, Mega lug, 4" 7 EA $ 79.00 $ 553.00
Award 49 5010-108-C-3 Joint Restraint, Mega lug, 6" 11 EA $ 85.00 $ 935.00
Award 50 5010-108-C-3 Joint Restraint, Mega lug, 12" 3 EA $ 174.00 $ 522.00
Award 51 5010-108-E-3 Water Service Stubs, Curb Stop and Box, 1" 1 EA $ 1,100.00 $ 1,100.00
Sub Total $ 43,949.00
Division 5020 - Valves, Fire Hydrants, and Appurtenances
Award 52 5020-108-A-0 Valve, Gate, 4" 1 EA $ 1,600.00 $ 1,600.00
Award 53 5020-108-A-0 Valve, Gate, 6" 3 EA $ 1,800.00 $ 5,400.00
Award 54 5020-108-A-0 Valve, Gate, 12" 1 EA $ 4,000.00 $ 4,000.00
Award 55 5020-108-C-0 Fire Hydrant 1 EA $ 5,500.00 $ 5,500.00
Sub Total $ 16,500.00
Division 6010 - Structures for Sanitary and Storm Sewers
Award 56 6010-108-A-0 Manhole Type, SW-304 (*see plans for dimensions*) 142.57 VF $ 137.00 $ 19,532.09
Award 57 6010-108-B-0 Intake Type, SW-501 28.86 VF $ 150.00 $ 4,329.00
Award 58 6010-108-C-1 Internal Drop Connection 1 EA $ 1,500.00 $ 1,500.00
Award 59 6010-108-G-3 Concrete Collar Structure Connection - Pipes Greater than 12" Diameter 1 EA $ 850.00 $ 850.00
Award 60 6010-108-H-1 Remove Manhole 1 EA $ 1,500.00 $ 1,500.00
Award 61 6010-108-H-2 Remove Intake 3 EA $ 1,200.00 $ 3,600.00
Award 62 6010-108-I-2 Intake, Remove and Replace, Install Type, SW-501 10.51 VF $ 200.00 $ 2,102.00
Award 63 6010-108-I-2 Intake, Remove and Replace, Install Type, SW-513 5.07 VF $ 200.00 $ 1,014.00
Sub Total $ 34,427.09
Division 7010 - Portland Cement Concrete Pavement
Award 64 7010-108-A-0 Pavement, PCC, 8" (Thickness) 1485.92 SY $ 68.00 $ 101,042.56
Sub Total $ 101,042.56
Division 7030 - Sidewalks, Shared Use Paths, and Driveways
Award 65 7030-108-A-1 Removal of Sidewalk 84.3 SY $ 18.00 $ 1,517.40
Award 66 7030-108-A-3 Removal of Driveway 13.24 SY $ 27.00 $ 357.48
Award 67 7030-108-E-0 PCC, Sidewalk, 4" (Thickness) 84.3 SY $ 78.00 $ 6,575.40
Award 68 7030-108-H-1 Driveway, Paved, PCC, 8" (Thickness) 13.24 SY $ 176.00 $ 2,330.24
Sub Total $ 10,780.52
Division 7040 - Pavement Rehabilitation
Award 69 7040-108-H-0 Pavement - Removal 362.92 SY $ 27.00 $ 9,798.84
Sub Total $ 9,798.84
Division 8010 - Traffic Signals & Lighting
Award 70 8010-108-C-0 Handhole, Composite, HH 11-18 3 EA $ 600.00 $ 1,800.00
Award 71 8010-108-G-0 Connections, Existing Handholes and Vaults 1 EA $ 150.00 $ 150.00
5.25 $ Award 72 8010-108-H-0 Conduit, PVC, 2" 1684 LF $ 8,841.00
Award 73 8010-108-J-0 Wiring and Cable - Power 1416 LF $ 2.50 $ 3,540.00
Award 74 8010-108-J-0 Wiring and Cable - Tracer 1000 LF $ 1.00 $ 1,000.00
Award 75 8010-108-J-0 Wiring and Cable - Category 6E 354 LF $ 5.00 $ 1,770.00
Award 76 8010-108-L-0 Bonding and Grounding 2 EA $ 1,000.00 $ 2,000.00
Award 77 8010-108-N-0 Street Light, Galvanized, 20' 1 EA $ 5,800.00 $ 5,800.00
Award 78 8010-108-N-0 Camera Pole, Painted, 12' 1 EA $ 2,500.00 $ 2,500.00
Award 79 8010-108-R-0 Cameras, Traffic & Surveillance, Fixed 2 EA $ 3,000.00 $ 6,000.00
Award 80 8010-108-S-0 Cameras, Traffic & Surveillance, 180 Deg 2 EA $ 3,000.00 $ 6,000.00
Sub Total $ 39,401.00
ItemV
NO. I NUMBER
QUANTITY
Division 8020 - Pavement Marking
Award 81 8020-108-13-0 Painted Pavement Markings, Solvent/Waterborne 0.95 STA $ 500.00 $ 475.00
Award 82 8020-108-G-0 Painted Symbols and Legends 1 EA $ 500.00 $ 500.00
Sub Total $ 975.00
Division 8030 - TemporaryTraffic Control
Award 83 8030-108-A-0 Temporary Traffic Control 1 LS $ 21,900.00 $ 21,900.00
Sub Total $ 21,900.00
Division 9010 - Seeding
Award 84 9010-108-A-1 Conv. - Seeding, Native Grass & Wildflower Seeding, by AC 1.5 AC $ 2,500.00 $ 3,750.00
Award 85 9010-108-A-3 Mulching, by AC 2.77 AC $ 700.00 $ 1,939.00
Award 86 9010-108-B-0 Hydraulic - Seeding, Fertilizing, and Mulching, Type 1, by SY 340 SY $ 2.00 $ 680.00
Award 87 9010-108-B-0 Hydraulic - Seeding, Fertilizing, and Mulching, Type 4, by SY 7340 SY $ 0.50 $ 3,670.00
Award 88 9010-108-B-0 Hydraulic - Seeding, Fertilizing, and Mulching, Type 6, by SY 423 SY $ 2.00 $ 846.00
Award 89 9010-108-D-0 Watering 13 MGAL $ 100.00 $ 1,300.00
Sub Total $ 12,185.00
Division 9040 - Erosion and Sediment Control
Award 90 9040-108-A-1 Stormwater Pollution Prevention Plan (SWPPP) Preparation 1 LS $ 1,500.00 $ 1,500.00
1 LS $ 5,000.00 Award 91 9040-108-A-2 Stormwater Pollution Prevention Plan (SWPPP) Management $ 5,000.00
Award 92 9040-108-D-1 Filter Socks, 12" 1500 LF $ 2.75 $ 4,125.00
Award 93 9040-108-D-2 Filter Socks, Removal 1500 LF $ 0.20 $ 300.00
Award 94 9040-108-0-2 Stabilized Construction Entrance by Ton 200 TON $ 25.00 $ 5,000.00
Award 95 9040-108-T-1 Inlet Protection Device, Installation 14 EA $ 150.00 $ 2,100.00
Award 96 9040-108-T-2 Inlet Protection Device, Maintenance 14 EA $ 25.00 $ 350.00
Sub Total $ 18,375.00
Division 9060 - Chain Link Fence
Award 97 9060-108-F-0 Temporary Fence 1150 LF $ 6.00 $ 6,900.00
Sub Total $ 6,900.00
Division 9080 - Concrete Steps, Handrails, and Safety Rail
Award 98 9080-108-B-0 Handrail 13 LF $ 150.00 $ 1,950.00
Sub Total $ 1,950.00
Division 11,010 - Construction Survey
Award 99 11010-108-A-0 Construction Survey 1 LS $ 47,000.00 $ 47,000.00
Sub Total $ 47,000.00
Division 11,020 - Mobilization
Award 100 11020-108-A-0 Mobilization 1 LS $ 1,250,000.00 $ 1,250,000.00
Sub Total $ 1,250,000.00
Division 11,030 - Temporary Services During Construction
Award 101 11030-108-A-0 Maintenance of Postal Service 1 LS $ 2,600.00 $ 2,600.00
Sub Total $ 2,600.00
Division 11,050 - Concrete Washout
Award 102 11050-108-A-0 Concrete Washout 1 LS $ 4,000.00 $ 4,000.00
Sub Total $ 4,000.00
Special Provisions - Non -Standard Project Items
Award 103 SP 4010 - Sanitary Sewer Gravity Main, Trenchless, Steel, 48" Dia 180 LF $ 5,000.00 $ 900,000.00
Award 104 SP 4020 - Storm Sewer Gravity, Trenched, Downspout, 6" PVC (PS46) 140 LF $ 125.00 $ 17,500.00
Award 105 SP 4020 - Storm Sewer Gravity, Trenched, Downspout, 8" PVC (PS46) 50 LF $ 135.00 $ 6,750.00
Award 106 SP 4020 - Storm Sewer Gravity, Trenched, Downspout Cleanout, 6" PVC (PS46) 2 EA $ 500.00 $ 1,000.00
Award 107 SP Conduit, PVC, Schedule 40, 5" 500 LF $ 12.00 $ 6,000.00
Award 108 SP Transformer Pad - "PAD II" 1 EA $ 4,500.00 $ 4,500.00
Award 109 SP CT Cabinet Precast Foundation 1 EA $ 2,000.00 $ 2,000.00
Award 110 SP CT Cabinet 1 EA $ 5,100.00 $ 5,100.00
Award 111 SP 8010 - Pre -Terminated 24SM Fiber Optic Cable 300 LF $ 26.00 $ 7,800.00
Award 112 SP 8010 - Ethernet Switch 1 EA $ 12,000.00 $ 12,000.00
Award 113 SP Old Mill Rd. Lift Station 1 LS $ 16,705,028.23 $ 16,705,028.23
Award 114 SP Engine Generator and Foundation 1 LS $ 355,000.00 $ 355,000.00
Award 115 SP CN Rail Road Requirements 1 NTE $ 100,000.00 $ 100,000.00
Award 116 SP Dewatering - Lowering Subsurface Groundwater Level 1 LS $ 240,000.00 $ 240,000.00
Award 117 SP Cast -In -Place Retaining Walls Inc CIP Columns, Railing, and masonry facia. 2105 SF $ 175.00 $ 368,375.00
Sub Total $ 18,731,053.23
Contract Award Amount: $ 22,760,000.00
6:71
STRAND
ASSOCIATES®
Excellence in EngineeringsM
Strand Associates, Inc.®
910 West Wingra Drive
Madison, WI 53715
(P) 608.251.4843
www.strand.com
August 29, 2024
Mr. Todd Irwin
City of Dubuque
50 West 13th Street
Dubuque, IA 52001
Re: Old Mill Road Lift Station and Force Main Project —Phase 1
IDNR SRF #W2021-0394A
City of Dubuque, Iowa
Dear Mr. Irwin:
Bids for the above -referenced Project were opened on August 22, 2024. Four Bids were received.
Tricon General Construction, Inc. (Tricon) of Dubuque, Iowa, was the apparent low Bidder at
$22,760,000. The Bid included a Bid Bond for 10 percent and Addendum Nos. 1 and 2 were
acknowledged. The Bid is deemed to be responsive.
Strand Associates, Inc.® has previously worked with Tricon on projects for the City of Dubuque,
including the Bee Branch Railroad Culverts Crossing Project and the Granger Creek Pumping Station
Project. For those projects Tricon was found to be responsible.
If you determine that Tricon is a responsible Bidder after your evaluation of their qualifications, we
recommend proceeding with award of the Contract in accordance with Article 18 of the Instructions to
Bidders.
Sincerely,
STR,k D ASSOCIATES, INC.®
Randy . anger, P.E.
1154.097\RJL:Ier\R:\MAD\DocumentsSpecifications \ Archive\2024\Dubuque, City of (IA)\1154.087W2021-0394Arjl\(16) Specification Letters\(a) Resulting Bid Tabulation\082924.docx
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