HomeMy WebLinkAboutInterlocal Agreement - Colfax Bridge Proj No 123-010 - St Joseph CountyINTER-OFFICE MEMORANDUM
DEPARTMENT OF PUBLIC WORKS
DIVISION OF ENVIRONMENTAL SERVICES
TO: Board of Public Works Hillary Horvath, Clerk
FROM: Leslie Biek, P.E., Assistant City Engineer
SUBJECT: Interlocal Agreement with St. Joseph County for Improvements to Colfax
Bridge
DATE: June 9, 2026
Attached is an interlocal agreement with St. Joseph County for City requested improvements on the Colfax Bridge. The County informed the City they were developing plans for the rehabilitation of the Colfax Bridge. The City requested additional improvements to the bridge that would incorporate streetscape design elements and integration with the Colfax Streetscape project that will be under construction at the same time.
The City requested improvements include sidewalk replacement, adding an additional pedestrian railing, decorative concrete monuments with specialty lighting, decorative streetlighting, intersection improvements at Colfax and MLK including bumpouts and signal improvements.
The interlocal agreement with the County includes design, construction and inspection of the City requested improvements and maintenance of these features. The County currently has the project out for bid and it will likely be awarded at the end of June. The County will invoice the City
based on the actual bid items prior to the award of the project.
The funding for the City’s share of the project will come from River East TIF and River East- Res
TIF.
It is requested the Board of Public Works approve the interlocal agreement with St. Joseph County for City requested improvements to the Colfax Bridge project.
Thank you for your consideration of this request.
INTERLOCAL AGREEMENT FOR THE
COLFAX AVENUE BRIDGE OVER THE ST. JOSEPH RIVER
RECONSTRUCTION PROJECT
This Agreement, is made and entered into this ____________day of_______, by and
between the CITY OF SOUTH BEND, INDIANA (hereinafter referred to as the “City”), acting
by and through its Board of Public Works, and the BOARD OF COMMISSIONERS OF THE
COUNTY OF ST. JOSEPH, INDIANA (hereinafter referred to as the “County”)
RECITALS
WHEREAS, The County is developing plans and specifications for the rehabilitation of
the bridge carrying the Colfax Avenue Bridge over the St. Joseph River and the approaches
extending along Colfax Avenue 34 feet west of the bridge to 30 feet east of the east bridge
approach slab. The scope of the PROJECT included the following:
1. Installation of a deck overlay and deck patching;
2. Replacing expansion joints;
3. Performing substructure repairs;
4. Replacing the bridge rails;
5. Replacing the bridge deck of the west span;
6. Cleaning and painting the steel beams in the west span;
7. Replacing the east approach slab;.
8. The proposed bridge cross section is anticipated to match the existing bridge cross section
and consist of two 12’-0” thru lanes (one in each direction), one 12’-0” center left turn lane,
one 10’-0” bicycle lane, and 3’-0” curb offsets for a clear roadway width of 52’-0”. The
existing 5’-0” sidewalks are anticipated to remain.
9. Replace the existing aluminum railings with standard pedestrian height bridge railings. The
total out-out deck width of the bridge is anticipated to be kept at 65’-0”, which includes the
width of the bridge railings. The proposed roadway typical section will match the bridge;
and
WHEREAS, The County through its consulting engineer, DLZ Indiana, LLC (DLZ), is
providing design plans for PROJECT, and
WHEREAS, The City is requesting that the PROJECT incorporate a number of items
into the bridge and approaches to coordinate with projects the City has along Colfax Avenue and
the intersection of Colfax Avenue and Dr. Martin Luther King, Jr. Drive, where it desires to have
the following elements incorporated into the PROJECT:
1. Remove the existing sidewalk, reconstruct the sidewalk and widen the north sidewalk by
2’-2” and the south sidewalk by 13’-2”;
2. Construct PF-1 bridge railings between traffic and sidewalks;
3. Construct pedestrian railings at the back of sidewalk. The pedestrian rails will consist of
aluminum rails on concrete curbs with concrete monuments at the four quadrants of the
bridge and intermediate concrete pilasters along the rails at the piers and midspans;
4. Evaluate alternative options for the termination of the PF-1 bridge railings to eliminate
impact attenuators;
5. Remove existing light standards and install new light standards on the concrete pilasters
at the piers;
6. Construct monuments at the four corners of the bridge;
7. Install specialty lighting on the end concrete monuments;
8. Remove existing bridge deck drains and install new deck drains along the proposed curb
lines;
9. Modify the signal at the Colfax and Dr. MLK Jr. intersection;
10. Construct improvements to the Colfax and Dr. MLK Jr. intersection;
11. Modify the striping and perform pavement patching on Colfax between Dr. MLK Jr. and
Michigan Street;
12. Modify the north, south and west legs of the Colfax and Dr. MLK Jr. intersection; and
WHEREAS, both parties acknowledge a partnership to complete the aforementioned
project is mutually beneficial and is fiscally responsible to share costs to maximize the benefits
to the community with the completion of the aforementioned project, and
NOW, THEREFORE, in consideration of the foregoing and of the promises and
commitments, herein contained, the parties hereby agree as follows:
1. Design Engineering Services-Colfax Avenue Bridge: The County has retained
DLZ as design engineer for the design project and shall pay DLZ to prepare
detailed engineering plans and specifications necessary to enable the
construction of the aforementioned project elements in the County’s scope of
work. All project engineering plans and specifications for the project shall be
submitted to the City for review and comment. Administration of design
services shall be performed by the County, agreed upon in the design
agreement executed and approved by the County on November 16, 2021.
2. Design Engineering Services and Construction Phase Office Services -Colfax
Avenue Bridge: The County has included in the design agreement an amount
of $467,545.00 for the design of the additional items requested by the City to
be included in the PROJECT. DLZ will prepare details as required to
incorporate into the PROJECT plans and specifications necessary to enable
the construction of the aforementioned additional items. Upon completion of
the design of the additional items, the County will submit to the City a request
for reimbursement for the design cost of the additional items. The request for
reimbursement shall not exceed $467,545.00, unless otherwise approved
through an amendment to this agreement.
3. Construction Costs- The County shall be responsible for 100% of the project
construction costs associated with the County’s scope of work. The City shall
be 100% responsible for the project construction costs associated with the
City’s scope of work. The estimated total construction cost for the project is
$6,481,000.00. Based on this initial estimated construction cost the City will
be responsible for $2,713,700.00, and the County will be responsible for the
balance of $3,767,300.00. The actual costs to each party will be based on the
unit price values received at the time the bids are received. A Statement of
Probable Construction Cost is included as Appendix A.
The following table summarizes the cost associated with the twelve items,
noted above, that the City requested to be incorporated into the Project. The
table also shows the County and City’s cost participation for each of the items.
Items County Share City Share Total
1. Sidewalks $0.00 $911,064.00 $911,064.00
2. PF_1 Railing $432,618.00 $0.00 $432,618.00
3. Pedestrian
Railing
$0.00 $528,062.00 $528,062.00
5. Lighting $38,821.00 $109,000.00 $147,821.00
6. Monuments $0.00 $45,052.00 $45,052.00
7.Monument
Lighting
$0.00 $358,688.00 $358,688.00
8. Deck Drains $0.00 $126,834.00 $126,834.00
9-12. Intersection $0.00 $635,000.00 $635,000.00
Total $471,439.00 $2,713,700.00 $3,185,139.00
4. Construction Inspection Services- The County has retained DLZ to perform
construction inspection services for the project. In addition to the estimated
amount set forth in Section 3 above, the City shall be responsible for the
project construction inspection costs associated with the City’s scope of work.
The estimated total construction inspection cost for the project is $275,900.00.
The County will be responsible for approximately $182,400.00, and the City
will be responsible for $93,500.00. The final costs to each party will be based
on the proportional share of the actual values at final construction.
5. Summary of Costs – A cost summary of the Design Engineering Services and
Construction Inspection Services is included as Appendix B.
6. Construction Administration: The County shall administer the project and
shall coordinate as necessary with the City.
7. Funding: The County has secured local funding for the County’s portion of
the project. The City will use their own funds for the City’s portion of the
project or secure alternative funding. Prior to awarding the contract to the
recommended contractor, the County shall submit an invoice to the City for
the City’s portion of the construction cost along with an itemized cost
breakdown showing the City’s share of the costs using the contractor’s unit
bid tabulation. The City shall provide their share of the Design and
Construction Costs to the County within 30 days of receipt of invoices from
the County. Upon completion of the Project, the County shall submit a final
invoice or issue a credit to the City based on the final quantities used for the
Project.
8. Maintenance: The County is not responsible for any on-going maintenance
and operational expenses related to the traffic control safety measures, street
lighting and/or any aesthetic/accent lighting on the bridge and adjacent to the
structure and its approaches. The County is not responsible for snow removal
services on any pedestrian facilities, such as walkways, on the bridge and its
approaches.
9. Filing Requirements: Within thirty (30) days after the approval and execution
of this Agreement, the County, at their prerogative, may have this Agreement
recorded and filed with the appropriate governmental offices and agencies.
10. Supplemental Documents: The County and City agree to execute any and all
supplementary documents to take any and all supplementary steps as are
reasonable and appropriate to accomplish the purposes and provisions of this
Agreement.
11. Limitations of Liability: The Intergovernmental Agreement for the
partnership of the aforementioned project and all associated items does not
relieve the County from any liability to City directly caused by this
agreement, and vice versa. As a result thereof, the County agrees to
indemnify, defend and hold harmless the City and its agents, office and
employees from all claims and suits of any nature whatsoever arising from
obligation or action stemming from City entering into this agreement with
County, including the cost of defending and appealing and appealing any
claims, actions or judgments, including without limitation court cost,
attorney’s fees, and any other related expenses, and vice versa.
12. Non-Discrimination: Pursuant to Indiana Code 22-9-1-10, neither the City
nor any of its contractors or subcontractors shall discriminate against any
employee or applicant for employment, to be employed in the performance of
any work under this Agreement with respect to hire, tenure, terms or
conditions or privileges of employment, or any matter directly or indirectly
related to employment because of race, color, religion, sex, disability, national
origin, or ancestry.
13. Miscellaneous:
a. Amendment. This Agreement, and any exhibits attached hereto, may be
amended only by the mutual written consent of the parties, by the
adoption of a resolution of the Board of Commissioners approving said
amendment as provided by law and by the execution of said amendment
by the parties.
b. No Other Agreement. Except as otherwise expressly provided herein,
this Agreement supersedes all prior agreement, negotiations, and
discussions relative to the subject matter hereof and is a full integration
of the agreement of the parties.
c. Severability. If any provision, covenant, agreement or portion of this
Agreement or its application to any person, entity or property is held
invalid, such invalidity shall not affect the application or validity of any
other provisions, covenants, agreements, or portions of this Agreement,
and to the end, any provisions, covenants, agreements or portions of this
Agreement are declared to be severable.
d. Indiana Law and Venue. This Agreement shall be governed by and
construed in accordance with laws of the State of Indiana. Any dispute
relating to or arising out of this Agreement shall be brought and
maintained exclusively in the Circuit or Superior Courts located in St.
Joseph County, Indiana. The parties hereto expressly consent to the sole
and exclusive jurisdiction and venue of these courts.
e. Notice. Any notices required or permitted under this Agreement shall be
given to the parties at their respective mailing addresses provided below
by deposit in the United States mail, certified mail, return receipt
requested, with proper postage affixed thereto, and which notices shall
be effective three (3) days after date of mailings:
City: City of South Bend, Indiana
Board of Public Works
215 S. Martin Luther King Jr. Blvd.
South Bend, Indiana 46601
With copies to:
Corporation Counsel
215 S. Martin Luther King Jr. Blvd.
South Bend, Indiana 46601
County: Board of Commissioners of the County of St. Joseph, Indiana
227 W. Jefferson Blvd.
County-City Building, Room 722
South Bend, Indiana 46601
With copies to:
Phillip A. Garrett, County Attorney
Thorne Grodnik. LLP
420 Lincolnway West
Mishawaka, Indiana 46544
The parties may change their respective mailing addresses by providing written notice of
the new address in accordance with the terms and provisions of this paragraph.
Binding Effect: This Agreement shall be binding upon and shall insure to the benefit of
the parties hereto and their respective successors and assigns.
Counterparts: This Agreement may be executed in several counterparts, each of which
shall be an original and all of which shall constitute by one and the same agreement.
IN WITENESS WHEREOF, the parties have duly executed this Agreement pursuant to
all requisite authorization as of the date first above written.
ST. JOSEPH COUNTY, INDIANA
BOARD OF COMMISSIONERS
By:_______________________________
Carl H. Baxmeyer, President
By:_______________________________
Anthony Hazen, Vice President
By:_______________________________
Rafael Morton, Member
CITY OF SOUTH BEND, INDIANA
BOARD OF PUBLIC WORKS
By:_______________________________
Elizabeth A. Maradik, President
By:_______________________________
Joseph R. Molnar, Vice President
By:_______________________________
Murray L. Miller, Member
By:_______________________________
Breana N. Micou, Member
By:_______________________________
Abigail E. Magas, Member
June 9, 2026
Exhibit A
Statement of Probable Construction Costs
Date:04/02/2026Bid ReportbidTABS.NET Time:01:31:11 PM
Project:Colfax Estimate Combined Job Number:Colfax Combined Bid Date:03/04/2026 State:IN
Location:Colfax Avenue over St. Joseph River
Sort Pay Item Description Quantity Unit Unit Price Extension
1 105-06807 ADDITIONAL {CONTINGENCY}1.000 L.S.308,342.41 308,342.41
2 105-06845 CONSTRUCTION ENGINEERING 1.000 L.S.108,300.00 108,300.00
3 110-01001 MOBILIZATION AND DEMOBILIZATION 1.000 L.S.270,800.00 270,800.00
4 201-52370 CLEARING RIGHT-OF-WAY 1.000 L.S.108,300.00 108,300.00
5 202-01502 LIGHT STANDARD, REMOVE 1.000 EACH 2,000.00 2,000.00
6 202-02240 PAVEMENT REMOVAL 499.000 S.Y.74.29 37,070.71
7 202-07003 REMOVE {LOG JAM}1.000 L.S.5,000.00 5,000.00
8 202-51133 RAILING, REMOVE {AND RESET}6.000 L.F.300.00 1,800.00
9 202-51133 {1}RAILING, REMOVE {MODIFY AND RESET}20.000 L.F.500.00 10,000.00
10 202-51328 PRESENT STRUCTURE, REMOVE PORTIONS,
STRUCTURE NO. {71-00215}1.000 L.S.333,200.00 333,200.00
11 202-52710 SIDEWALK CONCRETE, REMOVE 546.000 S.Y.51.71 28,233.66
12 202-74035 SIGN, REMOVE 1.000 EACH 231.31 231.31
13 202-91385 INLET, REMOVE 1.000 EACH 1,314.58 1,314.58
14 202-93995 SIGNAL POLE FOUNDATION, REMOVE 4.000 EACH 1,341.63 5,366.52
15 202-93999 SIGNAL POLE, REMOVE 4.000 EACH 1,152.22 4,608.88
16 202-96133 PIPE, REMOVE 10.000 L.F.134.69 1,346.90
17 202-96328 FOUNDATION, STREET LIGHT, REMOVE 2.000 EACH 350.00 700.00
18 203-02000 EXCAVATION, COMMON 134.000 C.Y.174.34 23,361.56
19 205-12108 STORMWATER MANAGEMENT BUDGET 6,000.000 $1.00 6,000.00
20 205-12616 STORMWATER MANAGEMENT IMPLEMENTATION 1.000 L.S.28,540.00 28,540.00
21 205-12618 SWQCP PREPARATION 1.000 L.S.5,000.00 5,000.00
22 207-09935 SUBGRADE TREATMENT, TYPE IC 73.000 S.Y.74.58 5,444.34
23 214-12239 GEOTEXTILE FOR PAVEMENT, TYPE 2B 600.000 S.Y.5.89 3,534.00
24 301-12234 COMPACTED AGGREGATE, NO. 53 19.000 C.Y.155.98 2,963.62
25 302-06464 SUBBASE FOR PCCP 170.000 C.Y.152.68 25,955.60
26 304-12623 HMA PATCHING, FULL DEPTH, TYPE B 39.000 TON 850.00 33,150.00
27 306-08034 MILLING, ASPHALT, 1 1/2 IN.324.000 S.Y.40.00 12,960.00
28 402-00001 HMA SURFACE, TYPE B 29.000 TON 300.00 8,700.00
29 502-06327 PCCP, 10 IN.73.000 S.Y.314.50 22,958.50
30 503-03489 RETROFITTED TIE BARS 254.000 EACH 70.01 17,782.54
31 503-05240 D-1 CONTRACTION JOINT 52.000 L.F.69.62 3,620.24
32 506-06333 PCCP PATCHING, FULL DEPTH 18.000 S.Y.530.77 9,553.86
33 604-01268 HANDRAIL, ALUMINUM {, PEDESTRIAN}711.000 L.F.500.00 355,500.00
34 604-03643 BRICK PAVERS 84.000 S.Y.255.83 21,489.72
DLZ Page 1 Oman Systems, Inc.
(5.7%)
(5.0%)
(2.0%)
(2.0%)
Date:04/02/2026Bid ReportbidTABS.NET Time:01:31:12 PM
Project:Colfax Estimate Combined Job Number:Colfax Combined Bid Date:03/04/2026 State:IN
Location:Colfax Avenue over St. Joseph River
Sort Pay Item Description Quantity Unit Unit Price Extension
35 604-06070 SIDEWALK, CONCRETE 420.000 S.Y.100.00 42,000.00
36 604-08086 CURB RAMP, CONCRETE 96.000 S.Y.239.54 22,995.84
37 604-12083 DETECTABLE WARNING SURFACES 26.000 S.Y.316.89 8,239.14
38 605-02278 CURB, REMOVE 380.000 L.F.44.50 16,910.00
39 605-06090 CURB, INTEGRAL CONCRETE 175.000 L.F.60.00 10,500.00
40 605-06120 CURB, CONCRETE 138.000 L.F.72.74 10,038.12
41 605-06140 CURB AND GUTTER, CONCRETE 67.000 L.F.90.65 6,073.55
42 609-06256 REINFORCED CONCRETE PAVEMENT, 12 IN.242.000 SYS 219.54 53,128.68
43 609-06259 REINFORCED CONCRETE BRIDGE APPROACH, 12
IN.365.000 S.Y.229.30 83,694.50
44 610-09108 PCCP FOR APPROACHES, 9 IN.113.000 S.Y.159.42 18,014.46
45 615-08351 PLAQUE {, BRIDGE}2.000 EACH 3,000.00 6,000.00
46 616-05688 RIPRAP, CLASS 1 1,171.000 TON 500.00 585,500.00
47 619-11052 CLEAN STEEL BRIDGE, QP-2, BRIDGE NO. {71-00215}1.000 L.S.170,000.00 170,000.00
48 619-12459 DISPOSAL OF CLEANING WASTE, HAZARDOUS,
BRIDGE NO. {71-00215}1.000 L.S.18,200.00 18,200.00
49 619-12506 CLEAN STEEL BRIDGE, TOP FLANGES, TYPE QP-2,
BRIDGE NO. {71-00215}1.000 L.S.27,000.00 27,000.00
50 619-51859 COAT STEEL BRIDGE, BRIDGE NO. {71-00215}1.000 L.S.90,000.00 90,000.00
51 621-06574 SODDING 97.000 S.Y.75.00 7,275.00
52 702-00001 CONCRETE, INTEGRAL, COLORED 18.000 SYS 500.00 9,000.00
53 702-12076 GRATES, BASINS, AND FITTINGS, CAST IRON 16.000 EACH 2,439.15 39,026.40
54 702-51863 FIELD DRILLED HOLE IN CONCRETE 3,519.000 EACH 28.67 100,889.73
55 702-92857 CONCRETE, C, SUBSTRUCTURE 8.500 C.Y.3,309.01 28,126.58
56 703-06029 REINFORCING BARS, EPOXY COATED 158,910.000 LBS 1.73 274,914.30
57 704-51002 CONCRETE, C, SUPERSTRUCTURE 549.800 C.Y.1,483.66 815,716.27
58 706-06353 CONCRETE BRIDGE RAILING TRANSITION, TYPE
TPS-1 4.000 EACH 6,670.27 26,681.08
59 706-11418 RAILING, STEEL TYPE PS-1 {MODIFIED}844.000 L.F.150.00 126,600.00
60 706-11604 RAILING, CONCRETE TYPE PS-1 65.600 C.Y.1,764.92 115,778.75
61 706-51020 RAILING, CONCRETE TYPE C 45.200 C.Y.1,500.00 67,800.00
62 709-51821 SURFACE SEAL 1.000 L.S.12,800.00 12,800.00
63 710-09158 PATCHING CONCRETE STRUCTURES 400.000 S.F.500.00 200,000.00
64 711-51864 DRILLED HOLE 2.000 EACH 400.00 800.00
65 711-96800 STUD SHEAR CONNECTORS 3,222.000 EACH 15.00 48,330.00
66 715-10238 PIPE, ROADWAY DRAIN CASTING EXTENSION 16.000 EACH 1,153.94 18,463.04
67 720-45015 INLET, TYPE A8 1.000 EACH 3,374.46 3,374.46
DLZ Page 2 Oman Systems, Inc.
Date:04/02/2026Bid ReportbidTABS.NET Time:01:31:12 PM
Project:Colfax Estimate Combined Job Number:Colfax Combined Bid Date:03/04/2026 State:IN
Location:Colfax Avenue over St. Joseph River
Sort Pay Item Description Quantity Unit Unit Price Extension
68 722-000134 BRIDGE DECK OVERLAY, RIGID 1,502.000 S.Y.115.87 174,036.74
69 722-01066 HYDRODEMOLITION 1,919.000 S.Y.89.00 170,791.00
70 722-12380 BRIDGE DECK OVERLAY BUDGET 53,750.000 $1.00 53,750.00
71 722-12464 BRIDGE DECK, REMOVE CONCRETE SURFACE 1,919.000 S.Y.13.48 25,868.12
72 722-12732 LONGITUDINAL GROOVING 1,905.000 S.Y.7.37 14,039.85
73 722-51401 BRIDGE DECK PATCHING, FULL DEPTH 865.000 S.F.60.76 52,557.40
74 722-51874 OVERLAY DAM 85.000 S.F.89.08 7,571.80
75 724-12773 BRIDGE EXPANSION JOINT, TYPE PCF 110.000 L.F.120.00 13,200.00
76 724-12776 BRIDGE EXPANSION JOINT, TYPE PCF, REPLACE 160.000 L.F.150.00 24,000.00
77 727-000188 EPOXY INJECTION, EPOXY INJECTION ADHESIVE 120.000 GAL 150.00 18,000.00
78 727-90308 EPOXY INJECTION, CRACK PREPARATION 400.000 L.F.150.00 60,000.00
79 727-93560 EPOXY INJECTION, FURNISHING EQUIPMENT 1.000 L.S.5,000.00 5,000.00
80 801-04308 ROAD CLOSURE SIGN ASSEMBLY 10.000 EACH 315.48 3,154.80
81 801-06209 TEMPORARY PAVEMENT MARKING, REMOVABLE, 6
IN.3,415.000 L.F.4.00 13,660.00
82 801-06577 TEMPORARY PAVEMENT MARKING, REMOVABLE, 24
IN.68.000 L.F.15.00 1,020.00
83 801-06625 DETOUR ROUTE MARKER ASSEMBLY 28.000 EACH 315.48 8,833.44
84 801-06640 CONSTRUCTION SIGN, TYPE A 4.000 EACH 312.18 1,248.72
85 801-06645 CONSTRUCTION SIGN, TYPE B 80.000 EACH 139.35 11,148.00
86 801-06775 MAINTAINING TRAFFIC 1.000 L.S.270,800.00 270,800.00
87 801-07118 BARRICADE, TYPE III-A 216.000 L.F.20.00 4,320.00
88 801-07119 BARRICADE, TYPE III-B 144.000 L.F.20.00 2,880.00
89 801-11990 TEMPORARY CURB RAMP 1.000 EACH 3,738.06 3,738.06
90 801-12862 TEMPORARY PEDESTRIAN CHANNELIZER 90.000 L.F.50.00 4,500.00
91 801-12956 TEMPORARY PAVEMENT MARKING, REMOVABLE, 10
IN.237.000 L.F.20.00 4,740.00
92 802-03896 LIGHTED BOLLARD {REMOVE AND RESET}2.000 EACH 2,109.79 4,219.58
93 802-04089 SIGN, SHEET, REMOVE 2.000 EACH 106.09 212.18
94 802-05701 SIGN POST, SQUARE, TYPE 1, REINFORCED
ANCHOR BASE 14.000 L.F.71.94 1,007.16
95 802-07058 SIGN, SHEET ASSEMBLY, RELOCATE 2.000 EACH 361.28 722.56
96 802-07060 SIGN, SHEET, RELOCATE 2.000 EACH 311.02 622.04
97 802-09838 SIGN, SHEET, WITH LEGEND, 0.080 IN. THICKNESS 68.000 S.F.35.20 2,393.60
98 805-01300 TRAFFIC SIGNAL EQUIPMENT, REMOVE 1.000 EACH 2,000.00 2,000.00
99 805-01815 SIGNAL POLE FOUNDATION, 36 IN. X 144 IN.2.000 EACH 6,000.00 12,000.00
100 805-01842 HANDHOLE, SIGNAL, TYPE 1 5.000 EACH 2,401.16 12,005.80
DLZ Page 3 Oman Systems, Inc.
(5.0%)
Date:04/02/2026Bid ReportbidTABS.NET Time:01:31:12 PM
Project:Colfax Estimate Combined Job Number:Colfax Combined Bid Date:03/04/2026 State:IN
Location:Colfax Avenue over St. Joseph River
Sort Pay Item Description Quantity Unit Unit Price Extension
101 805-01843 HANDHOLE, SIGNAL, ADJUST TO GRADE 2.000 EACH 799.40 1,598.80
102 805-01844 CONDUIT, STEEL, GALVANIZED, 2 IN.1,400.000 L.F.44.76 62,664.00
103 805-01844 {1}CONDUIT, STEEL, GALVANIZED, 2 IN. {JACK AND
BORE}48.000 L.F.135.00 6,480.00
104 805-02087 TRANSPORTATION OF SALVAGEABLE SIGNAL
EQUIPMENT 1.000 L.S.2,339.05 2,339.05
105 805-02150 PEDESTRIAN SIGNAL HEAD, COUNTDOWN, 18 IN.8.000 EACH 1,200.00 9,600.00
106 805-02645 SIGNAL POLE FOUNDATION, 24 IN. X 24 IN. X 36 IN.6.000 EACH 1,975.32 11,851.92
107 805-03968 CONDUIT, PVC, 1 IN. SCHEDULE 80 200.000 L.F.14.00 2,800.00
108 805-11813 CONDUIT, PVC, 2 IN. SCHEDULE 80 150.000 L.F.15.00 2,250.00
109 805-11815 CONDUIT, HDPE, 2 IN. SCHEDULE 80 275.000 L.F.38.30 10,532.50
110 805-11817 PEDESTRIAN PUSH BUTTON, APS 8.000 EACH 1,529.09 12,232.72
111 805-78205 TRAFFIC SIGNAL HEAD, NO. 3 SECTION, 12 IN.6.000 EACH 1,249.10 7,494.60
112 805-78230 TRAFFIC SIGNAL HEAD, NO. 5 SECTION, 12 IN.2.000 EACH 2,310.00 4,620.00
113 805-78415 SPAN, CATENARY, AND TETHER 4.000 EACH 4,628.52 18,514.08
114 805-78420 DISCONNECT HANGER 4.000 EACH 603.06 2,412.24
115 805-78480 SIGNAL CABLE, CONTROL, COPPER, 3C/14 GAUGE 2,372.000 L.F.4.18 9,914.96
116 805-78485 SIGNAL CABLE, CONTROL, COPPER, 5C/14 GAUGE 2,682.000 L.F.4.27 11,452.14
117 805-78490 SIGNAL CABLE, CONTROL, COPPER, 7C/14 GAUGE 91.000 L.F.6.33 576.03
118 805-78495 SIGNAL CABLE, CONTROL, COPPER, 9C/14 GAUGE 830.000 L.F.5.76 4,780.80
119 805-81060 SIGNAL POLE, STEEL STRAIN, 36 FT 2.000 EACH 11,940.74 23,881.48
120 805-94069 CONDUIT, STEEL, GALVANIZED, 1 IN.1,000.000 L.F.32.50 32,500.00
121 805-99162 SIGNAL POLE, PEDESTAL, 11 FT 6.000 EACH 1,250.00 7,500.00
122 807-00000 END MONUMENT LIGHT CABINET 4.000 EACH 35,000.00 140,000.00
123 807-00001 CONTROLLER, LIGHTING, WITH ENCLOSURE,
ASSEMBLY 1.000 EACH 38,400.00 38,400.00
124 807-00004 CONCRETE FOUNDATION WITH GROUNDING, FOR
LIGHTING CONTROLLER 1.000 EACH 4,000.00 4,000.00
125 807-00005 WIRE, LIGHTING CONTROL CABLE 1,200.000 L.F.10.00 12,000.00
126 807-02191 HANDHOLE, LIGHTING 2.000 EACH 2,055.66 4,111.32
127 807-02370 LIGHT STRUCTURE, REMOVE AND RESET 1.000 EACH 6,000.00 6,000.00
128 807-03950 LUMINAIRE, ORNAMENTAL {, AREA LIGHT (SP)}6.000 EACH 12,500.00 75,000.00
129 807-04651 WIRE {, NO. 2 COPPER, 1/C}1,600.000 L.F.9.00 14,400.00
130 807-12791 LIGHTING FOUNDATION, CONVENTIONAL POLE,
CONCRETE, WITH GROUNDING 1.000 EACH 2,859.54 2,859.54
131 807-95888 WIRE, NO. 8 COPPER, 1/C 1,400.000 L.F.7.00 9,800.00
132 807-95889 WIRE, NO. 10 COPPER, 1/C 4,000.000 L.F.6.00 24,000.00
133 807-95890 WIRE, NO. 12 COPPER, 1/C 600.000 L.F.6.00 3,600.00
DLZ Page 4 Oman Systems, Inc.
Date:04/02/2026Bid ReportbidTABS.NET Time:01:31:12 PM
Project:Colfax Estimate Combined Job Number:Colfax Combined Bid Date:03/04/2026 State:IN
Location:Colfax Avenue over St. Joseph River
Sort Pay Item Description Quantity Unit Unit Price Extension
134 807-98690 HANDHOLE, ADJUST TO GRADE 3.000 EACH 700.00 2,100.00
135 808-05866 PAVEMENT MESSAGE MARKING, REMOVE 25.300 S.Y.67.10 1,697.63
136 808-06701 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 IN.38.000 L.F.2.00 76.00
137 808-06703 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.1,561.000 L.F.2.00 3,122.00
138 808-06706 LINE, THERMOPLASTIC, SOLID, WHITE, 24 IN.81.000 L.F.5.00 405.00
139 808-06716 LINE, REMOVE 1,194.000 L.F.2.00 2,388.00
140 808-10033 LINE, MULTI-COMPONENT, SOLID, WHITE, 4 IN.1,377.000 L.F.3.17 4,365.09
141 808-10034 LINE, MULTI-COMPONENT, SOLID, YELLOW, 4 IN.1,018.000 L.F.3.48 3,542.64
142 808-10043 LINE, MULTI-COMPONENT, SOLID, WHITE, 24 IN.380.000 L.F.12.00 4,560.00
143 808-10049 LINE, MULTI-COMPONENT, SOLID, WHITE, 6 IN.285.000 L.F.3.64 1,037.40
144 808-10051 TRANSVERSE MARKING, MULTI-COMPONENT, STOP
LINE, WHITE, 24 IN.113.000 L.F.24.64 2,784.32
145 808-10052 PAVEMENT MESSAGE MARKING, MULTI-
COMPONENT, ONLY 3.000 EACH 335.77 1,007.31
146 808-10077 PAVEMENT MESSAGE MARKING, MULTI-
COMPONENT, LANE INDICATION ARROW 6.000 EACH 304.53 1,827.18
147 808-10192 PAVEMENT MESSAGE MARKING, MULTI-
COMPONENT, BIKE SYMBOL 2.000 EACH 250.00 500.00
148 808-12667 LINE, THERMOPLASTIC, SOLID, WHITE, 10 IN.305.000 L.F.20.00 6,100.00
149 808-75043 LINE, THERMOPLASTIC, SOLID, WHITE, 6 IN.186.000 L.F.4.73 879.78
150 808-75245 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 IN.521.000 L.F.1.73 901.33
151 808-75320 PAVEMENT MESSAGE MARKING, THERMOPLASTIC,
LANE INDICATION ARROW 1.000 EACH 218.94 218.94
152 809-000169 CABLE ETHERNET CAT5e, OUTDOOR RATED 507.000 L.F.4.50 2,281.50
Total:$6,481,000.00
REPORT PARAMETERS
Project Colfax Combined - Colfax Estimate Combined
Comparison Bid Price
DLZ Page 5 Oman Systems, Inc.
Date:04/02/2026Bid ReportbidTABS.NET Time:02:20:35 PM
Project:COSB - Colfax Ave Road Costs Job Number:COSB - Colfax Cost Bid Date:02/20/2026 State:IN
Location:
Sort Pay Item Description Quantity Unit Unit Price Extension
1 105-06807 ADDITIONAL {CONTINGENCY}1.000 L.S.129,158.36 129,158.36
2 105-06845 CONSTRUCTION ENGINEERING 1.000 L.S.45,346.09 45,346.09
3 110-01001 MOBILIZATION AND DEMOBILIZATION 1.000 L.S.113,386.15 113,386.15
4 201-52370 CLEARING RIGHT-OF-WAY 1.000 L.S.45,346.09 45,346.09
5 202-02240 PAVEMENT REMOVAL 31.000 S.Y.74.29 2,302.99
6 202-51133 RAILING, REMOVE {MODIFY AND RESET}20.000 L.F.500.00 10,000.00
7 202-51328 PRESENT STRUCTURE, REMOVE PORTIONS,
STRUCTURE NO. {71-00215}1.000 L.S.153,000.00 153,000.00
8 202-52710 SIDEWALK CONCRETE, REMOVE 497.000 S.Y.51.71 25,699.87
9 202-74035 SIGN, REMOVE 1.000 EACH 231.31 231.31
10 202-91385 INLET, REMOVE 1.000 EACH 1,314.58 1,314.58
11 202-93995 SIGNAL POLE FOUNDATION, REMOVE 4.000 EACH 1,341.63 5,366.52
12 202-93999 SIGNAL POLE, REMOVE 4.000 EACH 1,152.22 4,608.88
13 202-96133 PIPE, REMOVE 10.000 L.F.134.69 1,346.90
14 202-96328 FOUNDATION, STREET LIGHT, REMOVE 2.000 EACH 350.00 700.00
15 203-02000 EXCAVATION, COMMON 43.000 C.Y.174.34 7,496.62
16 301-12234 COMPACTED AGGREGATE, NO. 53 19.000 C.Y.155.98 2,963.62
17 304-12623 HMA PATCHING, FULL DEPTH, TYPE B 39.000 TON 850.00 33,150.00
18 306-08034 MILLING, ASPHALT, 1 1/2 IN.324.000 S.Y.40.00 12,960.00
19 402-00001 HMA SURFACE, TYPE B 29.000 TON 300.00 8,700.00
20 503-03489 RETROFITTED TIE BARS 94.000 EACH 70.01 6,580.94
21 506-06333 PCCP PATCHING, FULL DEPTH 18.000 S.Y.530.77 9,553.86
22 604-01268 HANDRAIL, ALUMINUM {, PEDESTRIAN}711.000 L.F.500.00 355,500.00
23 604-03643 BRICK PAVERS 84.000 S.Y.255.83 21,489.72
24 604-06070 SIDEWALK, CONCRETE 420.000 S.Y.100.00 42,000.00
25 604-08086 CURB RAMP, CONCRETE 96.000 S.Y.239.54 22,995.84
26 604-12083 DETECTABLE WARNING SURFACES 26.000 S.Y.316.89 8,239.14
27 605-02278 CURB, REMOVE 276.000 L.F.44.50 12,282.00
28 605-06090 CURB, INTEGRAL CONCRETE 175.000 L.F.60.00 10,500.00
29 605-06120 CURB, CONCRETE 138.000 L.F.72.74 10,038.12
30 605-06140 CURB AND GUTTER, CONCRETE 67.000 L.F.90.65 6,073.55
31 610-09108 PCCP FOR APPROACHES, 9 IN.113.000 S.Y.159.42 18,014.46
32 615-08351 PLAQUE {, BRIDGE}1.000 EACH 3,000.00 3,000.00
33 621-06574 SODDING 97.000 S.Y.75.00 7,275.00
34 702-00001 CONCRETE, INTEGRAL, COLORED 18.000 S.Y.500.00 9,000.00
DLZ Page 1 Oman Systems, Inc.
(5.7%)
(5.0%)
(2.0%)
(2.0%)
Date:04/02/2026Bid ReportbidTABS.NET Time:02:20:35 PM
Project:COSB - Colfax Ave Road Costs Job Number:COSB - Colfax Cost Bid Date:02/20/2026 State:IN
Location:
Sort Pay Item Description Quantity Unit Unit Price Extension
35 702-12076 GRATES, BASINS, AND FITTINGS, CAST IRON 14.000 EACH 2,439.15 34,148.10
36 702-51863 FIELD DRILLED HOLE IN CONCRETE 1,081.000 EACH 28.67 30,992.27
37 702-92857 CONCRETE, C, SUBSTRUCTURE 1.900 C.Y.3,309.01 6,287.12
38 703-06029 REINFORCING BARS, EPOXY COATED 58,301.000 LBS 1.73 100,860.73
39 704-51002 CONCRETE, C, SUPERSTRUCTURE 388.600 C.Y.1,483.66 576,550.28
40 706-51020 RAILING, CONCRETE TYPE C 45.200 C.Y.1,500.00 67,800.00
41 709-51821 SURFACE SEAL 1.000 L.S.4,600.00 4,600.00
42 715-10238 PIPE, ROADWAY DRAIN CASTING EXTENSION 14.000 EACH 1,153.94 16,155.16
43 720-45015 INLET, TYPE A8 1.000 EACH 3,374.46 3,374.46
44 801-06775 MAINTAINING TRAFFIC 1.000 L.S.113,386.15 113,386.15
45 802-03896 LIGHTED BOLLARD, {REMOVE AND RESET}2.000 EACH 2,109.79 4,219.58
46 802-04089 SIGN, SHEET, REMOVE 2.000 EACH 106.09 212.18
47 802-05701 SIGN POST, SQUARE, TYPE 1, REINFORCED
ANCHOR BASE 14.000 L.F.71.94 1,007.16
48 802-07058 SIGN, SHEET ASSEMBLY, RELOCATE 2.000 EACH 361.28 722.56
49 802-07060 SIGN, SHEET, RELOCATE 2.000 EACH 311.02 622.04
50 802-09838 SIGN, SHEET, WITH LEGEND, 0.080 IN. THICKNESS 68.000 S.F.35.20 2,393.60
51 805-01300 TRAFFIC SIGNAL EQUIPMENT, REMOVE 1.000 EACH 2,000.00 2,000.00
52 805-01815 SIGNAL POLE FOUNDATION, 36 IN. X 144 IN.2.000 EACH 6,000.00 12,000.00
53 805-01842 HANDHOLE, SIGNAL, TYPE 1 5.000 EACH 2,401.16 12,005.80
54 805-01843 HANDHOLE, SIGNAL, ADJUST TO GRADE 2.000 EACH 799.40 1,598.80
55 805-01844 CONDUIT, STEEL, GALVANIZED, 2 IN. {, JACK AND
BORED}48.000 L.F.135.00 6,480.00
56 805-01844 {1}CONDUIT, STEEL, GALVANIZED, 2 IN.1,200.000 L.F.44.76 53,712.00
57 805-02087 TRANSPORTATION OF SALVAGEABLE SIGNAL
EQUIPMENT 1.000 L.S.2,339.05 2,339.05
58 805-02150 PEDESTRIAN SIGNAL HEAD, COUNTDOWN, 18 IN.8.000 EACH 1,200.00 9,600.00
59 805-02645 SIGNAL POLE FOUNDATION, 24 IN. X 24 IN. X 36 IN.6.000 EACH 1,975.32 11,851.92
60 805-03968 CONDUIT, PVC, 1 IN. SCHEDULE 80 200.000 L.F.14.00 2,800.00
61 805-11813 CONDUIT, PVC, 2 IN. SCHEDULE 80 138.000 L.F.15.00 2,070.00
62 805-11815 CONDUIT, HDPE, 2 IN. SCHEDULE 80 275.000 L.F.38.30 10,532.50
63 805-11817 PEDESTRIAN PUSH BUTTON, APS 8.000 EACH 1,529.09 12,232.72
64 805-78205 TRAFFIC SIGNAL HEAD, NO. 3 SECTION, 12 IN.6.000 EACH 1,249.10 7,494.60
65 805-78230 TRAFFIC SIGNAL HEAD, NO. 5 SECTION, 12 IN.2.000 EACH 2,310.00 4,620.00
66 805-78415 SPAN, CATENARY, AND TETHER 4.000 EACH 4,628.52 18,514.08
67 805-78420 DISCONNECT HANGER 4.000 EACH 603.06 2,412.24
DLZ Page 2 Oman Systems, Inc.
(5.0%)
Date:04/02/2026Bid ReportbidTABS.NET Time:02:20:35 PM
Project:COSB - Colfax Ave Road Costs Job Number:COSB - Colfax Cost Bid Date:02/20/2026 State:IN
Location:
Sort Pay Item Description Quantity Unit Unit Price Extension
68 805-78480 SIGNAL CABLE, CONTROL, COPPER, 3C/14 GAUGE 2,372.000 L.F.4.18 9,914.96
69 805-78485 SIGNAL CABLE, CONTROL, COPPER, 5C/14 GAUGE 2,682.000 L.F.4.27 11,452.14
70 805-78490 SIGNAL CABLE, CONTROL, COPPER, 7C/14 GAUGE 91.000 L.F.6.33 576.03
71 805-78495 SIGNAL CABLE, CONTROL, COPPER, 9C/14 GAUGE 830.000 L.F.5.76 4,780.80
72 805-81060 SIGNAL POLE, STEEL STRAIN, 36 FT 2.000 EACH 11,940.74 23,881.48
73 805-94069 CONDUIT, STEEL, GALVANIZED, 1 IN.1,000.000 L.F.32.50 32,500.00
74 805-99162 SIGNAL POLE, PEDESTAL, 11 FT 6.000 EACH 1,250.00 7,500.00
75 807-00000 END MONUMENT LIGHT CABINET 4.000 EACH 35,000.00 140,000.00
76 807-00001 CONTROLLER, LIGHTING, WITH ENCLOSURE,
ASSEMBLY 1.000 L.S.38,400.00 38,400.00
77 807-00004 CONCRETE FOUNDATION WITH GROUNDING, FOR
LIGHTING CONTROLLER 1.000 EACH 4,000.00 4,000.00
78 807-00005 WIRE, LIGHTING CONTROL CABLE 1,200.000 L.F.10.00 12,000.00
79 807-02191 HANDHOLE, LIGHTING 2.000 EACH 2,055.66 4,111.32
80 807-02370 LIGHT STRUCTURE, REMOVE AND RESET 1.000 EACH 6,000.00 6,000.00
81 807-03950 LUMINAIRE, ORNAMENTAL {, AREA LIGHT (SP)}4.500 EACH 12,500.00 56,250.00
82 807-04651 WIRE {, NO. 2 COPPER, 1/C}1,600.000 L.F.9.00 14,400.00
83 807-12791 LIGHTING FOUNDATION, CONVENTIONAL POLE,
CONCRETE, WITH GROUNDING 1.000 EACH 2,859.54 2,859.54
84 807-95888 WIRE, NO. 8 COPPER, 1/C 1,250.000 L.F.7.00 8,750.00
85 807-95889 WIRE, NO. 10 COPPER, 1/C 3,750.000 L.F.6.00 22,500.00
86 807-95890 WIRE, NO. 12 COPPER, 1/C 600.000 L.F.6.00 3,600.00
87 807-98690 HANDHOLE, ADJUST TO GRADE 3.000 EACH 700.00 2,100.00
88 808-06701 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 IN.38.000 L.F.2.00 76.00
89 808-06703 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.1,561.000 L.F.2.00 3,122.00
90 808-06706 LINE, THERMOPLASTIC, SOLID, WHITE, 24 IN.81.000 L.F.5.00 405.00
91 808-06716 LINE, REMOVE 1,194.000 L.F.2.00 2,388.00
92 808-10033 LINE, MULTI-COMPONENT, SOLID, WHITE, 4 IN.220.000 L.F.3.17 697.40
93 808-10034 LINE, MULTI-COMPONENT, SOLID, YELLOW, 4 IN.152.000 L.F.3.48 528.96
94 808-10043 LINE, MULTI-COMPONENT, SOLID, WHITE, 24 IN.380.000 L.F.12.00 4,560.00
95 808-10049 LINE, MULTI-COMPONENT, SOLID, WHITE, 6 IN.285.000 L.F.3.64 1,037.40
96 808-10051 TRANSVERSE MARKING, MULTI-COMPONENT, STOP
LINE, WHITE, 24 IN.92.000 L.F.24.64 2,266.88
97 808-10052 PAVEMENT MESSAGE MARKING, MULTI-
COMPONENT, ONLY 1.000 EACH 335.77 335.77
98 808-10077 PAVEMENT MESSAGE MARKING, MULTI-
COMPONENT, LANE INDICATION ARROW 2.000 EACH 304.53 609.06
99 808-10192 PAVEMENT MESSAGE MARKING, MULTI-
COMPONENT, BIKE SYMBOL 2.000 EACH 250.00 500.00
100 808-12667 LINE, THERMOPLASTIC, SOLID, WHITE, 10 IN.305.000 L.F.20.00 6,100.00
DLZ Page 3 Oman Systems, Inc.
Date:04/02/2026Bid ReportbidTABS.NET Time:02:20:35 PM
Project:COSB - Colfax Ave Road Costs Job Number:COSB - Colfax Cost Bid Date:02/20/2026 State:IN
Location:
Sort Pay Item Description Quantity Unit Unit Price Extension
101 808-75043 LINE, THERMOPLASTIC, SOLID, WHITE, 6 IN.186.000 L.F.4.73 879.78
102 808-75245 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 IN.521.000 L.F.1.73 901.33
103 808-75320 PAVEMENT MESSAGE MARKING, THERMOPLASTIC,
LANE INDICATION ARROW 1.000 EACH 218.94 218.94
104 809-000169 CABLE ETHERNET CAT5e, OUTDOOR RATED 507.000 L.F.4.50 2,281.50
Total:$2,713,700.00
REPORT PARAMETERS
Project COSB - Colfax Cost - COSB - Colfax Ave Road Costs
Comparison Bid Price
DLZ Page 4 Oman Systems, Inc.
Date:04/01/2026Bid ReportbidTABS.NET Time:05:18:36 PM
Project:SJC - Colfax Ave Bridge and Road Costs Job Number:SJC - Colfax Road
Cost Bridge Bid Date:02/20/2026 State:IN
Location:
Sort Pay Item Description Quantity Unit Unit Price Extension
1 105-06807 ADDITIONAL {CONTINGENCY}1.000 L.S.179,184.04 179,184.04
2 105-06845 CONSTRUCTION ENGINEERING 1.000 L.S.62,953.91 62,953.91
3 110-01001 MOBILIZATION AND DEMOBILIZATION 1.000 L.S.157,413.85 157,413.85
4 201-52370 CLEARING RIGHT-OF-WAY 1.000 L.S.62,953.91 62,953.91
5 202-01502 LIGHT STANDARD, REMOVE 1.000 EACH 2,000.00 2,000.00
6 202-02240 PAVEMENT REMOVAL 468.000 S.Y.74.29 34,767.72
7 202-07003 REMOVE {LOG JAM}1.000 L.S.5,000.00 5,000.00
8 202-51133 RAILING, REMOVE {AND RESET}6.000 L.F.300.00 1,800.00
9 202-51328 PRESENT STRUCTURE, REMOVE PORTIONS,
STRUCTURE NO. {71-00215}1.000 L.S.180,200.00 180,200.00
10 202-52710 SIDEWALK CONCRETE, REMOVE 49.000 S.Y.51.71 2,533.79
11 203-02000 EXCAVATION, COMMON 91.000 C.Y.174.34 15,864.94
12 205-12108 STORMWATER MANAGEMENT BUDGET 6,000.000 $1.00 6,000.00
13 205-12616 STORMWATER MANAGEMENT IMPLEMENTATION 1.000 L.S.28,540.00 28,540.00
14 205-12618 SWQCP PREPARATION 1.000 L.S.5,000.00 5,000.00
15 207-09935 SUBGRADE TREATMENT, TYPE IC 73.000 S.Y.74.58 5,444.34
16 214-12239 GEOTEXTILE FOR PAVEMENT, TYPE 2B 600.000 S.Y.5.89 3,534.00
17 302-06464 SUBBASE FOR PCCP 170.000 C.Y.152.68 25,955.60
18 502-06327 PCCP, 10 IN.73.000 S.Y.314.50 22,958.50
19 503-03489 RETROFITTED TIE BARS 160.000 EACH 70.01 11,201.60
20 503-05240 D-1 CONTRACTION JOINT 52.000 L.F.69.62 3,620.24
21 605-02278 CURB, REMOVE 104.000 L.F.44.50 4,628.00
22 609-06256 REINFORCED CONCRETE PAVEMENT, 12 IN.242.000 S.Y.219.54 53,128.68
23 609-06259 REINFORCED CONCRETE BRIDGE APPROACH, 12
IN.365.000 S.Y.229.30 83,694.50
24 615-08351 PLAQUE {, BRIDGE}1.000 EACH 3,000.00 3,000.00
25 616-05688 RIPRAP, CLASS 1 1,171.000 TON 500.00 585,500.00
26 619-11052 CLEAN STEEL BRIDGE, QP-2, BRIDGE NO. {71-00215}1.000 L.S.170,000.00 170,000.00
27 619-12459 DISPOSAL OF CLEANING WASTE, HAZARDOUS,
BRIDGE NO. {71-00215}1.000 L.S.18,200.00 18,200.00
28 619-12506 CLEAN STEEL BRIDGE, TOP FLANGES, TYPE QP-2,
BRIDGE NO. {71-00215}1.000 L.S.27,000.00 27,000.00
29 619-51859 COAT STEEL BRIDGE, BRIDGE NO. {71-00215}1.000 L.S.90,000.00 90,000.00
30 702-12076 GRATES, BASINS, AND FITTINGS, CAST IRON 2.000 EACH 2,439.15 4,878.30
31 702-51863 FIELD DRILLED HOLE IN CONCRETE 2,438.000 EACH 28.67 69,897.46
32 702-92857 CONCRETE, C, SUBSTRUCTURE 6.600 C.Y.3,309.01 21,839.47
33 703-06029 REINFORCING BARS, EPOXY COATED 100,609.000 LBS 1.73 174,053.57
DLZ Page 1 Oman Systems, Inc.
(5.7%)
(5.0%)
(2.0%)
(2.0%)
Date:04/01/2026Bid ReportbidTABS.NET Time:05:18:36 PM
Project:SJC - Colfax Ave Bridge and Road Costs Job Number:SJC - Colfax Road
Cost Bridge Bid Date:02/20/2026 State:IN
Location:
Sort Pay Item Description Quantity Unit Unit Price Extension
34 704-51002 CONCRETE, C, SUPERSTRUCTURE 161.200 C.Y.1,483.66 239,165.99
35 706-06353 CONCRETE BRIDGE RAILING TRANSITION, TYPE
TPS-1 4.000 EACH 6,670.27 26,681.08
36 706-11418 RAILING, STEEL TYPE PS-1 {MODIFIED}844.000 L.F.150.00 126,600.00
37 706-11604 RAILING, CONCRETE TYPE PS-1 65.600 C.Y.1,764.92 115,778.75
38 709-51821 SURFACE SEAL 1.000 L.S.8,200.00 8,200.00
39 710-09158 PATCHING CONCRETE STRUCTURES 400.000 S.F.500.00 200,000.00
40 711-51864 DRILLED HOLE 2.000 EACH 400.00 800.00
41 711-96800 STUD SHEAR CONNECTORS 3,222.000 EACH 15.00 48,330.00
42 715-10238 PIPE, ROADWAY DRAIN CASTING EXTENSION 2.000 EACH 1,153.94 2,307.88
43 722-000134 BRIDGE DECK OVERLAY, RIGID 1,502.000 S.Y.115.87 174,036.74
44 722-01066 HYDRODEMOLITION 1,919.000 S.Y.89.00 170,791.00
45 722-12380 BRIDGE DECK OVERLAY BUDGET 53,750.000 $1.00 53,750.00
46 722-12464 BRIDGE DECK, REMOVE CONCRETE SURFACE 1,919.000 S.Y.13.48 25,868.12
47 722-12732 LONGITUDINAL GROOVING 1,905.000 S.Y.7.37 14,039.85
48 722-51401 BRIDGE DECK PATCHING, FULL DEPTH 865.000 S.F.60.76 52,557.40
49 722-51874 OVERLAY DAM 85.000 S.F.89.08 7,571.80
50 724-12773 BRIDGE EXPANSION JOINT, TYPE PCF 110.000 L.F.120.00 13,200.00
51 724-12776 BRIDGE EXPANSION JOINT, TYPE PCF, REPLACE 160.000 L.F.150.00 24,000.00
52 727-000188 EPOXY INJECTION, EPOXY INJECTION ADHESIVE 120.000 GAL 150.00 18,000.00
53 727-90308 EPOXY INJECTION, CRACK PREPARATION 400.000 L.F.150.00 60,000.00
54 727-93560 EPOXY INJECTION, FURNISHING EQUIPMENT 1.000 L.S.5,000.00 5,000.00
55 801-04308 ROAD CLOSURE SIGN ASSEMBLY 10.000 EACH 315.48 3,154.80
56 801-06209 TEMPORARY PAVEMENT MARKING, REMOVABLE, 6
IN.3,415.000 L.F.4.00 13,660.00
57 801-06577 TEMPORARY PAVEMENT MARKING, REMOVABLE, 24
IN.68.000 L.F.15.00 1,020.00
58 801-06625 DETOUR ROUTE MARKER ASSEMBLY 28.000 EACH 315.48 8,833.44
59 801-06640 CONSTRUCTION SIGN, TYPE A 4.000 EACH 312.18 1,248.72
60 801-06645 CONSTRUCTION SIGN, TYPE B 80.000 EACH 139.35 11,148.00
61 801-06775 MAINTAINING TRAFFIC 1.000 L.S.157,413.85 157,413.85
62 801-07118 BARRICADE, TYPE III-A 216.000 L.F.20.00 4,320.00
63 801-07119 BARRICADE, TYPE III-B 144.000 L.F.20.00 2,880.00
64 801-11990 TEMPORARY CURB RAMP 1.000 EACH 3,738.06 3,738.06
65 801-12862 TEMPORARY PEDESTRIAN CHANNELIZER 90.000 L.F.50.00 4,500.00
66 801-12956 TEMPORARY PAVEMENT MARKING, REMOVABLE, 10
IN.237.000 L.F.20.00 4,740.00
DLZ Page 2 Oman Systems, Inc.
(5.0%)
Date:04/01/2026Bid ReportbidTABS.NET Time:05:18:36 PM
Project:SJC - Colfax Ave Bridge and Road Costs Job Number:SJC - Colfax Road
Cost Bridge Bid Date:02/20/2026 State:IN
Location:
Sort Pay Item Description Quantity Unit Unit Price Extension
67 805-01844 CONDUIT, STEEL, GALVANIZED, 2 IN.200.000 L.F.44.76 8,952.00
68 805-11813 CONDUIT, PVC, 2 IN. SCHEDULE 80 12.000 L.F.15.00 180.00
69 807-03950 LUMINAIRE, ORNAMENTAL {, AREA LIGHT (SP)}1.500 EACH 12,500.00 18,750.00
70 807-95888 WIRE, NO. 8 COPPER, 1/C 150.000 L.F.7.00 1,050.00
71 807-95889 WIRE, NO. 10 COPPER, 1/C 250.000 L.F.6.00 1,500.00
72 808-05866 PAVEMENT MESSAGE MARKING, REMOVE 25.300 S.Y.67.10 1,697.63
73 808-10033 LINE, MULTI-COMPONENT, SOLID, WHITE, 4 IN.1,157.000 L.F.3.17 3,667.69
74 808-10034 LINE, MULTI-COMPONENT, SOLID, YELLOW, 4 IN.866.000 L.F.3.48 3,013.68
75 808-10051 TRANSVERSE MARKING, MULTI-COMPONENT, STOP
LINE, WHITE, 24 IN.21.000 L.F.24.64 517.44
76 808-10052 PAVEMENT MESSAGE MARKING, MULTI-
COMPONENT, ONLY 2.000 EACH 335.77 671.54
77 808-10077 PAVEMENT MESSAGE MARKING, MULTI-
COMPONENT, LANE INDICATION ARROW 4.000 EACH 304.53 1,218.12
Total:$3,767,300.00
REPORT PARAMETERS
Project SJC - Colfax Road Cost Bridge - SJC - Colfax Ave Bridge and Road Costs
Comparison Bid Price
DLZ Page 3 Oman Systems, Inc.
Exhibit B
Cost Summary of the Design Engineering Services and
Construction Inspection Services
Description Original Fee SA1 Fee County
Portion
City Portion Total Fee
BASE DESIGN
i. Topographic Field Survey $12,500.00 $8,500.00 $2,200.00 $6,300.00 $21,000.00
ii. Thermographic Map $3,100.00 $0.00 $0.00 $0.00 $3,100.00
iii. Scour Analysis $7,500.00 $0.00 $0.00 $0.00 $7,500.00
iv. Asbestos Inspection $1,800.00 $0.00 $0.00 $0.00 $1,800.00
v. Lead-Based Paint Inspection $3,700.00 $0.00 $0.00 $0.00 $3,700.00
vi. Bridge Scoping Report $19,000.00 $32,500.00 $0.00 $32,500.00 $51,500.00
vii. Bridge and Roadway Design and Plans, including MOT
(Detour) and Signing $136,600.00 $150,545.00 $76,400.00 $74,145.00 $287,145.00
viii. Waterway Permits $8,800.00 $0.00 $0.00 $0.00 $8,800.00
ix. Waters of the US Determination Report $5,400.00 $0.00 $0.00 $0.00 $5,400.00
x. Coordination with City of South Bend, Hourly Rate, As
Required * $10,800.00 $34,300.00 $0.00 $34,300.00 $45,100.00
xi. Utility Coordination, Hourly Rate, As Required * $9,200.00 $0.00 $0.00 $0.00 $9,200.00
City Requested Modifications to Bridge Structure $0.00 $144,800.00 $0.00 $144,800.00 $144,800.00
Intersection Improvements at Colfax and Dr. MLK, Jr.,
including Sidewalk Connections, Spot Elevation
Details, Paver Details, Lighting and Striping
$0.00 $53,700.00
$0.00
$53,700.00 $53,700.00
Traffic Signal Design and Plans $0.00 $36,000.00 $0.00 $36,000.00 $36,000.00
Bridge Lighting Design and Plans $0.00 $34,800.00 $8,900.00 $25,900.00 $34,800.00
Design, Specialty Lighting and Plans for Corner
Monuments $0.00 $42,500.00 $0.00 $42,500.00 $42,500.00
Memorandum of Agreement $0.00 $7,800.00 $0.00 $7,800.00 $7,800.00
SUBTOTAL BASE DESIGN TASKS $218,400.00 $545,445.00 $87,500.00 $457,945.00 $763,845.00
CONSTRUCTION PHASE OFFICE SERVICES
xii. Pre-Con Meeting, Bid and Construction Phase
Office Services, Hourly Rate, as required *
$15,500.00 $9,600.00 $0.00 $9,600.00 $25,100.00
SUBTOTAL CONSTRUCTION PHASE
OFFICE SERVICES TASKS $15,500.00 $9,600.00 $0.00 $9,600.00 $25,100.00
CONSTRUCTION OBSERVATION
xiii. Construction Observation Services, Hourly Rate, as
required * $173,400.00 $102,500.00 $9,000.00 $93,500.00 $275,900.00
SUBTOTAL CONSTRUCTION OBSERVATION
TASKS $173,400.00 $102,500.00 $9,000.00 $93,500.00 $275,900.00
TOTAL BRIDGE 215 FEE $407,300.00 $657,545.00 $96,500.00 $561,045.00 $1,064,845.00
BOARD OF PUBLIC WORKS AGENDA ITEM REVIEW REQUEST FORM
Date 6/1/2026
Name Leslie Biek, PE Department PW
BPW Date 6/9/2026 Phone Extension 9323
Review and Approval Required Prior to Submittal to Board
Diversity Compliance
and Inclusion Officer Officer Name
BPW Attorney Attorney Name
Dept. Attorney Attorney Name
Purchasing
Check the Appropriate Item Type – Required for All Submissions
Professional Services Agreement Contract Proposal Open Market Contract Amendment/Addendum Special Purchase, QPA Bid Opening Bid Award Req. to Advertise Title Sheet Quote Opening Quote Award Reject Bids/Quotes Proposal Opening C/O & PCA No. PCA
Chg. Order, No. Traffic Control Resolution Other: Interlocal Agreement Ease./Encroach
Required Information
Company or Vendor Name St. Joseph County
New Vendor Yes If Yes, Approved by Purchasing
No
MBE/WBE Contractor MBE WBE Completed E-Verify Form Attached Yes No Project Name Colfax Bridge Improvements
Project Number 123-010
Funding Source Fund 436 TIF-River East Residential
Account No. PR-48427
Amount Estimated $3,546,115
Terms of Contract
Purpose/Description Interlocal agreement with SJC for the City requested improvements to the
Colfax Bridge in coordination with SJC’s bridge project.
For Change Orders Only
Amount of Increase Decrease
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Current Percent of Change:
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