W. Main Street Resurfacing 2026

Agency: City of Belleville
State: Illinois
Type of Government: State & Local
NAICS Category:
  • 237110 - Water and Sewer Line and Related Structures Construction
  • 237990 - Other Heavy and Civil Engineering Construction
Posted Date: Apr 13, 2026
Due Date: May 5, 2026
Solicitation No: 27-0002
Original Source: Please Login to View Page
Contact information: Please Login to View Page
Bid Documents: Please Login to View Page
Bid Number: 27-0002
Bid Title: W. Main Street Resurfacing 2026
Category: Engineering
Status: Open
Description:

The City of Belleville, St. Clair County, Illinois, will receive sealed bids for West Main St. Resurfacing 2026 until 10:00 a.m.May 5, 2026, at the office of the City Clerk 101 South Illinois Street, Belleville, Illinois. All bids will be publicly opened and read aloud at 10:00 a.m. on May 5, 2026.
Sealed bids shall be sealed in a plain envelope marked on the outside with the words “West Main St. Resurfacing 2026” and delivered to the City Clerk during regular business hours, prior to the stated bid opening time.

Complete digital project bidding documents are available at the Engineering Department, 2300 W. Main St., Belleville, IL or by downloading from the City’s website www.belleville.net .
Contractors that wish to bid must register as a plan-holderwith the City Engineer's office at For security reasons, you must enable JavaScript to view this E-mail address. and For security reasons, you must enable JavaScript to view this E-mail address.
Failure to register may result in being disqualified for bidding.

The Belleville City Council reserves the right to waive any informalities and technicalities and further reserves the right to reject any and all bids.

Any and all firms and/or persons entering into a contract agreement with the City of Belleville shall be subject to and required to comply with all applicable local, State and Federal requirements. In particular non-discriminatory equal employment opportunity and affirmative action on public contracts. Any and all contract agreements shall be in conformance with the Prevailing Wage Act (820 ILCS 130/0.01 et seq). Employment of Illinois Workers on Public Works Act (30 ILCS 570/0.01), and the City of Belleville's Project Labor Agreement.

Bidders must be prequalified with the Illinois Department of Transportation and evidence of prequalification must be supplied prior to bidding.

For further information, call the Office of the City Engineer at 618-233-6810, ext. 4252

Publication Date/Time:
4/13/2026 12:00 AM
Publication Information:
IDOT Bulletin
Closing Date/Time:
5/5/2026 10:00 AM
Submittal Information:
City Clerk’s Office, 101 South Illinois Street, Belleville, IL 62220
Contact Person:
Scott Saeger, PE
2300 W. Main St.
Belleville, IL 62226
618-233-6810, ext. 4252
ssaeger@belleville.net
Download Available:
www.belleville.net
Plan & Spec Available:
Engineering Department
2300 W. Main St.
Belleville, IL 62226
engineering@belleville.net
Business Hours:
8:00 a.m. to 5:00 p.m.
Qualifications:
Any and all firms and/or persons entering into a contract agreement with the City of Belleville shall be subject to and required to comply with all applicable local, State and Federal requirements. In particular non-discriminatory equal employment opportunity and affirmative action on public contracts. Any and all contract agreements shall be in conformance with the Prevailing Wage Act (820 ILCS 130/0.01 et seq). Employment of Illinois Workers on Public Works Act (30 ILCS 570/0.01), and the City of Belleville's Project Labor Agreement.

Bidders must be prequalified with the Illinois Department of Transportation and evidence of prequalification must be supplied prior to bidding.

Related Documents:

Attachment Preview

W Main, W A to E of N1st; W A, N 3rd to E of N 1st; N1st, 2nd, and 3rd, W Wash. to W A 0.781 mile

Local Public Agency County Section Number Route(s) (Street/Road Name)
City of Belleville St. Clair WMain&A-RS-2026 West Main and A Streets and N
NOTICE TO BIDDERS
City Clerk
Sealed proposals for the project described below will be received at the office of
Name of Office
101 South Illinois Street, Belleville, Illinois 62220
until on .
Address Time Date
City Clerk
Sealed proposals will be opened and read publicly at the office of
Name of Office
101 South Illinois Street, Belleville, Illinois 62220
at on .
Address Time Date
DESCRIPTION OF WORK
Location Project Length
W Main, W A to E of N1st; W A, N 3rd to E of N 1st; N1st, 2nd, and 3rd, W Wash. to W A 0.781 mile
Proposed Improvement
Curb ramp reconstruction, HMA and PCC Surface Removal, HMA Resurfacing, Pavement Markings, and
Crosswalk Imprinting.
1. Plans and proposal forms will be available in the office of
City Engineer
2300 West Main Street, Building M, Suite M116, Belleville, Illinois 62226, and at Belleville.net
2. Prequalification
If checked, the 2 apparent as read low bidders must file within 24 hours after the letting an "Affidavit of Availability" (Form BC 57) in
triplicate, showing all uncompleted contracts awarded to them and all low bids pending award for Federal, State, County, Municipal
and private work. One original shall be filed with the Awarding Authority and two originals with the IDOT District Office.
3. The Awarding Authority reserves the right to waive technicalities and to reject any or all proposals as provided in BLRS Special
Provision for Bidding Requirements and Conditions for Contract Proposals.
4. The following BLR Forms shall be returned by the bidder to the Awarding Authority:
a. Local Public Agency Formal Contract Proposal (BLR 12200)
b. Schedule of Prices (BLR 12201)
c. Proposal Bid Bond (BLR 12230) (if applicable)
d. Apprenticeship or Training Program Certification (BLR 12325) (do not use for project with Federal funds.)
e. Affidavit of Illinois Business Office (BLR 12326) (do not use for project with Federal funds)
5. The quantities appearing in the bid schedule are approximate and are prepared for the comparison of bids. Payment to the Contractor
will be made only for the actual quantities of work performed and accepted or materials furnished according to the contract. The
scheduled quantities of work to be done and materials to be furnished may be increased, decreased or omitted as hereinafter
provided.
6. Submission of a bid shall be conclusive assurance and warranty the bidder has examined the plans and understands all requirements
for the performance of work. The bidder will be responsible for all errors in the proposal resulting from failure or neglect to conduct an
in depth examination. The Awarding Authority will, in no case, be responsible for any costs, expenses, losses or changes in
anticipated profits resulting from such failure or neglect of the bidder.
7. The bidder shall take no advantage of any error or omission in the proposal and advertised contract.
8. If a special envelope is supplied by the Awarding Authority, each proposal should be submitted in that envelope furnished by the
Awarding Agency and the blank spaces on the envelope shall be filled in correctly to clearly indicate its contents. When an envelope
other than the special one furnished by the Awarding Authority is used, it shall be marked to clearly indicate its contents. When sent
by mail, the sealed proposal shall be addressed to the Awarding Authority at the address and in care of the official in whose office the
bids are to be received. All proposals shall be filed prior to the time and at the place specified in the Notice to Bidders. Proposals
received after the time specified will be returned to the bidder unopened.
9. Permission will be given to a bidder to withdraw a proposal if the bidder makes the request in writing or in person before the time for
opening proposals.
Completed03/17/26 Page 2 of 6 BLR 12200 (Rev. 01/19/23)

City of Belleville WMain&A-RS-2026 West Main and A Streets and N
PROPOSAL

Local Public Agency County Section Number Route(s) (Street/Road Name)
City of Belleville St. Clair WMain&A-RS-2026 West Main and A Streets and N
PROPOSAL
1. Proposal of
Contractor's Name
.
Contractor's Address
2. The plans for the proposed work are those prepared byLochmueller Group
and approved by the Department of Transportation onNA .
3. The specifications referred to herein are those prepared by the Department of Transportation and designated as "Standard
Specifications for Road and Bridge Construction" and the " Supplemental Specifications and Recurring Special Provisions" thereto,
adopted and in effect on the date of invitation for bids.
4. The undersigned agrees to accept, as part of the contract, the applicable Special Provisions indicated on the "Check Sheet for
Recurring Special Provisions" contained in this proposal.
5. The undersigned agrees to complete the work within working days or by unless additional time
is granted in accordance with the specifications.
6. The successful bidder at the time of execution of the contractwill be required to deposit a contract bond for the full amount of
the award. When a contract bond is not required, the proposal guaranty check will be held in lieu thereof. If this proposal is accepted
and the undersigned fails to execute a contract and contract bond as required, it is hereby agreed that the Bid Bond of check shall be
forfeited to the Awarding Authority.
7. Each pay item should have a unit price and a total price. If no total price is shown or if there is a discrepancy between the products of
the unit price multiplied by the quantity, the unit price shall govern. If a unit price is omitted, the total price will be divided by the
quantity in order to establish a unit price. A bid may be declared unacceptable if neither a unit price nor a total price is shown.
8. The undersigned submits herewith the schedule of prices on BLR 12201 covering the work to be performed under this contract.
9. The undersigned further agrees that if awarded the contract for the sections contained in the combinations on BLR 12201, the work
shall be in accordance with the requirements of each individual proposal for the multiple bid specified in the Schedule for Multiple Bids
below.
10. A proposal guaranty in the proper amount, as specified in BLRS Special Provision for Bidding Requirements and Conditions for
Contract Proposals, will be required. Bid Bondswill be allowed as a proposal guaranty. Accompanying this proposal is either
a bid bond, if allowed, on Department form BLR 12230 or a proposal guaranty check, complying with the specifications, made payable
to: City Treasurer of .
The amount of the check is ( ).
Attach Cashier's Check or Certified Check Here
In the event that one proposal guaranty check is intended to cover two or more bid proposals, the amount must be equal to the
sum of the proposal guaranties which would be required for each individual bid proposal. If the proposal guaranty check is
placed in another bid proposal, state below where it may be found.
The proposal guaranty check will be found in the bid proposal for: Section Number .
Completed03/17/26 Page 3 of 6 BLR 12200 (Rev. 01/19/23)

Local Public Agency County Section Number Route(s) (Street/Road Name)
City of Belleville St. Clair WMain&A-RS-2026 West Main and A Streets and N
CONTRACTOR CERTIFICATIONS
The certifications hereinafter made by the bidder are each a material representation of fact upon which reliance is placed should the
Department enter into the contract with the bidder.
1. Debt Delinquency. The bidder or contractor or subcontractor, respectively, certifies that it is not delinquent in the payment of any tax
administered by the Department of Revenue unless the individual or other entity is contesting, in accordance with the procedure
established by the appropriate Revenue Act, its liability for the tax or the amount of the tax. Making a false statement voids the
contract and allows the Department to recover all amounts paid to the individual or entity under the contract in a civil action.
2. Bid-Rigging or Bid Rotating. The bidder or contractor or subcontractor, respectively, certifies that it is not barred from contracting
with the Department by reason of a violation of either 720 ILCS 5/33E-3 or 720 ILCS 5/33E-4.
A violation of section 33E-3 would be represented by a conviction of the crime of bid-rigging which, in addition to Class 3 felony
sentencing, provides that any person convicted of this offense, or any similar offense of any state or the United States which contains
the same elements as this offense shall be barred for 5 years from the date of conviction from contracting with any unit of State or
local government. No corporation shall be barred from contracting with any unit of State or local government as a result of a conviction
under this Section of any employee or agent of such corporation if the employee so convicted is no longer employed by the
corporation: (1) it has been finally adjudicated not guilty or (2) if it demonstrates to the governmental entity with which it seeks to
contract that entity finds that the commission of the offense was neither authorized, requested, commanded, nor performed by a
director, officer or a high managerial agent on behalf of the corporation.
A violation of Section 33E-4 would be represented by a conviction of the crime of bid-rotating which, in addition to Class 2 felony
sentencing, provides that any person convicted of this offense or any similar offense of any state or the United States which contains
the same elements as this offense shall be permanently barred from contracting with any unit of State of Local government. No
corporation shall be barred from contracting with any unit of State or Local government as a result of a conviction under this Section of
any employee or agent of such corporation if the employee so convicted is no longer employed by the corporation and: (1) it has been
finally adjudicated not guilty or (2) if it demonstrates to the governmental entity with which it seeks to contract and that entity finds that
the commission of the offense was neither authorized, requested, commanded, nor performed by a director, officer or a high
managerial agent on behalf of the corporation.
3. Bribery. The bidder or contractor or subcontractor, respectively, certifies that, it has not been convicted of bribery or attempting to
bribe an officer or employee of the State of Illinois or any unit of local government, nor has the firm made an admission of guilt of such
conduct which is a matter or record, nor has an official, agent, or employee of the firm committed bribery or attempted bribery on
behalf of the firm and pursuant to the direction or authorization of a responsible official of the firm.
4. Interim Suspension or Suspension. The bidder or contractor or subcontractor, respectively, certifies that it is not currently under a
suspension as defined in Subpart I of Title 44 Subtitle A Chapter III Part 6 of the Illinois Administrative code. Furthermore, if
suspended prior to completion of this work, the contract or contracts executed for the completion of this work may be canceled.
Completed03/17/26 Page 4 of 6 BLR 12200 (Rev. 01/19/23)

Local Public Agency County Section Number Route(s) (Street/Road Name)
City of Belleville St. Clair WMain&A-RS-2026 West Main and A Streets and N
SIGNATURES
(If an individual) Bidder Signature & Date
Business Address
City State Zip Code
Firm Name
(If a partnership)
Signature & Date
Title
Business Address
City State Zip Code
Insert the Names and Addresses of all Partners
Corporate Name
(If a corporation)
Signature & Date
Title
Business Address
City State Zip Code
Insert Names of Officers President
Completed03/17/26 Page 5 of 6 BLR 12200 (Rev. 01/19/23)

Secretary
Attest:
Treasurer
Secretary
Completed03/17/26 Page 6 of 6 BLR 12200 (Rev. 01/19/23)

DESCRIPTION UNIT UNIT PRICE BID QUANTITY
BASE BID 1 BID 2 BID 3 BASE BID 1 BID 2 BID 3
EARTH EXCAVATION CU YD 11 - 38 - - -
SEEDING, CLASS 1A ACRE - - 0.01 - - - -
NITROGEN FERTILIZER NUTRIENT POUND - - 1 - - - -
PHOSPHORUS FERTILIZER NUTRIENT POUND - - 1 - - - -
POTASSIUM FERTILIZER NUTRIENT POUND - - 1 - - - -
MULCH, METHOD 2 ACRE - - 0.01 - - - -
AGGREGATE BASE COURSE, TYPE A 4" SQ YD 436 - 2,727 - - -
PORTLAND CEMENT CONCRETE BASE COURSE 7" SQ YD 99 - 342 - - -
AGGREGATE SURFACE COURSE, TYPE B CU YD - - 10 - - - -
BITUMINOUS MATERIALS (TACK COAT) POUND 4,173 - 3,319 3,360 -
HOT-MIX ASPHALT SURFACE REMOVAL - BUTT JOINT SQ YD 1,015 - 359 680 -
PORTLAND CEMENT CONCRETE SURFACE REMOVAL - BUTT JOINT SQ YD - - 202 - - - -
TEMPORARY RAMP SQ YD 84 - 60 30 -
HOT-MIX ASPHALT BINDER COURSE, IL-9.5FG, N70 TON 499 - 416 517 -
HOT-MIX ASPHALT SURFACE COURSE, IL-9.5FG, MIX "D", N70 TON 698 - 555 628 -
INCIDENTAL HOT-MIX ASPHALT SURFACING TON - - 3 - - - -
PORTLAND CEMENT CONCRETE DRIVEWAY PAVEMENT, 8 INCH SQ YD - - 71 - - - -
PORTLAND CEMENT CONCRETE SIDEWALK 5 INCH SQ FT 3,033 - 2,914 - - -
DETECTABLE WARNINGS SQ FT 359 - 220 - - -
PAVEMENT REMOVAL SQ YD 1,895 - 872 - - -
HOT-MIX ASPHALT SURFACE REMOVAL, 1 1/2" SQ YD 292 - - - - - -
SIDEWALK REMOVAL SQ FT 3,500 - 2,748 - - -
PAVEMENT PATCHING, TYPE IV, 12 INCH SQ YD 1,576 - - - - - -
COMBINED SANITARY/STORM INLETS TO BE ADJUSTED EACH - - 9 - - - -
COMBINED SANITARY/STORM MANHOLES TO BE ADJUSTED EACH 13 - 5 4 -
COMBINED SANITARY/STORM INLETS TO BE RECONSTRUCTED EACH - - 1 - - - -
VALVE BOXES TO BE ADJUSTED EACH 16 - 1 2 -
COMBINATION CONCRETE CURB AND GUTTER, TYPE B-6.12 FOOT 467 - - - - - -
COMBINATION CONCRETE CURB AND GUTTER, TYPE B-6.24 FOOT - - 745 - - - -
MOBILIZATION L SUM 1 - - - - - -
REMOVE, SALVAGE, AND REPLACE EXISTING SIGNS TO NEW METAL POST, TYPE A EACH - - 3 - - - -

S C H E D U L E O F P R I C E S Project:West Main, E of West A to E of N1st
(Sheets 1 & 2 of 3) West A, N 3rd to E of N 1st
N 3rd, N2nd, and N1st, W Washington to N of W A
Contractor: Resurfacing & Curb Ramp Reconstruction
Address: Bid Date:April, 2026
See Plans and Specifications for complete information for items
BID QUANTITY BID EXTENSION
UNIT UNIT PRICE
BASE BID 1 BID 2 BID 3 BASE BID 1 BID 2 BID 3
PAY ITEM DESCRIPTION
20200100 EARTH EXCAVATION CU YD 11 - 38 - - -
25000110 SEEDING, CLASS 1A ACRE - - 0.01 - - - -
25000400 NITROGEN FERTILIZER NUTRIENT POUND - - 1 - - - -
25000500 PHOSPHORUS FERTILIZER NUTRIENT POUND - - 1 - - - -
25000600 POTASSIUM FERTILIZER NUTRIENT POUND - - 1 - - - -
25100115 MULCH, METHOD 2 ACRE - - 0.01 - - - -
35100300 AGGREGATE BASE COURSE, TYPE A 4" SQ YD 436 - 2,727 - - -
35300200 PORTLAND CEMENT CONCRETE BASE COURSE 7" SQ YD 99 - 342 - - -
40200900 AGGREGATE SURFACE COURSE, TYPE B CU YD - - 10 - - - -
40600290 BITUMINOUS MATERIALS (TACK COAT) POUND 4,173 - 3,319 3,360 -
40600982 HOT-MIX ASPHALT SURFACE REMOVAL - BUTT JOINT SQ YD 1,015 - 359 680 -
40600985 PORTLAND CEMENT CONCRETE SURFACE REMOVAL - BUTT JOINT SQ YD - - 202 - - - -
40600990 TEMPORARY RAMP SQ YD 84 - 60 30 -
40602970 HOT-MIX ASPHALT BINDER COURSE, IL-9.5FG, N70 TON 499 - 416 517 -
40604012 HOT-MIX ASPHALT SURFACE COURSE, IL-9.5FG, MIX "D", N70 TON 698 - 555 628 -
40800050 INCIDENTAL HOT-MIX ASPHALT SURFACING TON - - 3 - - - -
42300400 PORTLAND CEMENT CONCRETE DRIVEWAY PAVEMENT, 8 INCH SQ YD - - 71 - - - -
42400200 PORTLAND CEMENT CONCRETE SIDEWALK 5 INCH SQ FT 3,033 - 2,914 - - -
42400800 DETECTABLE WARNINGS SQ FT 359 - 220 - - -
44000100 PAVEMENT REMOVAL SQ YD 1,895 - 872 - - -
44000155 HOT-MIX ASPHALT SURFACE REMOVAL, 1 1/2" SQ YD 292 - - - - - -
44000600 SIDEWALK REMOVAL SQ FT 3,500 - 2,748 - - -
44200150 PAVEMENT PATCHING, TYPE IV, 12 INCH SQ YD 1,576 - - - - - -
602 COMBINED SANITARY/STORM INLETS TO BE ADJUSTED EACH - - 9 - - - -
602 COMBINED SANITARY/STORM MANHOLES TO BE ADJUSTED EACH 13 - 5 4 -
602 COMBINED SANITARY/STORM INLETS TO BE RECONSTRUCTED EACH - - 1 - - - -
60266600 VALVE BOXES TO BE ADJUSTED EACH 16 - 1 2 -
60603800 COMBINATION CONCRETE CURB AND GUTTER, TYPE B-6.12 FOOT 467 - - - - - -
60605000 COMBINATION CONCRETE CURB AND GUTTER, TYPE B-6.24 FOOT - - 745 - - - -
67100100 MOBILIZATION L SUM 1 - - - - - -
724 REMOVE, SALVAGE, AND REPLACE EXISTING SIGNS TO NEW METAL POST, TYPE A EACH - - 3 - - - -
1

DESCRIPTION UNIT UNIT PRICE BID QUANTITY
BASE BID 1 BID 2 BID 3 BASE BID 1 BID 2 BID 3
- 14 76 -
MODIFIED URETHANE PAVEMENT MARKING - LETTERS AND SYMBOLS SQ FT 103
MODIFIED URETHANE PAVEMENT MARKING - LINE 4" FOOT 2,238 - 334 1,378 -
MODIFIED URETHANE PAVEMENT MARKING - LINE 6" FOOT 99 - 1,574 21 -
MODIFIED URETHANE PAVEMENT MARKING - LINE 8" FOOT 1,033 - 1,077 12 -
78009012 MODIFIED URETHANE PAVEMENT MARKING - LINE 12" FOOT 180 - 106 17 -
MODIFIED URETHANE PAVEMENT MARKING - LINE 24" FOOT 66 - - - - - -
RAISED REFLECTIVE PAVEMENT MARKER EACH 40 - - - - - -
RAISED REFLECTIVE PAVEMENT MARKER REMOVAL EACH 23 - - - - - -
PAVEMENT MARKING REMOVAL - WATER BLASTING SQ FT 605 - 345 80 -
REMOVE EXISTING HANDHOLE EACH - - 3 - - - -
REMOVE EXISTING CONCRETE FOUNDATION EACH - - 6 - - - -
PAVEMENT IMPRINTING SQ YD - 484 - - - - -
STAMPED COLORED PORTLAND CEMENT CONCRETE SIDEWALK, 5 INCH SQ FT 52 - 163 - - -
TOPSOIL FURNISH AND PLACE, SPECIAL CU YD - - 10 - - - -
PORTLAND CEMENT CONCRETE SURFACE REMOVAL (VARIABLE DEPTH) SQ YD - - 1,641 - - - - -
HOT-MIX ASPHALT SURFACE REMOVAL, VARIABLE DEPTH SQ YD 6,593 - 4,393 2,869 -
SANITARY MANHOLES TO BE ADJUSTED EACH 3 - - - - - -
TRAFFIC CONTROL AND PROTECTION, (SPECIAL) L SUM 1 - 1 1 -
CONSTRUCTION LAYOUT L SUM 1 - 1 1 -
PAINT CURB FOOT 605 - 345 80 -
SAW CUTTING, (FULL DEPTH) FOOT 578 - 875 - - -
TOTALS:

S C H E D U L E O F P R I C E S Project:West Main, E of West A to E of N1st
(Sheets 1 & 2 of 3) West A, N 3rd to E of N 1st
N 3rd, N2nd, and N1st, W Washington to N of W A
Contractor: Resurfacing & Curb Ramp Reconstruction
Address: Bid Date:April, 2026
See Plans and Specifications for complete information for items
BID QUANTITY BID EXTENSION
UNIT UNIT PRICE
BASE BID 1 BID 2 BID 3 BASE BID 1 BID 2 BID 3
PAY ITEM DESCRIPTION
78009000 MODIFIED URETHANE PAVEMENT MARKING - LETTERS AND SYMBOLS SQ FT 103 - 14 76 -
78009004 MODIFIED URETHANE PAVEMENT MARKING - LINE 4" FOOT 2,238 - 334 1,378 -
78009006 MODIFIED URETHANE PAVEMENT MARKING - LINE 6" FOOT 99 - 1,574 21 -
78009008 MODIFIED URETHANE PAVEMENT MARKING - LINE 8" FOOT 1,033 - 1,077 12 -
78009012 MODIFIED URETHANE PAVEMENT MARKING - LINE 12" FOOT 180 - 106 17 -
78009024 MODIFIED URETHANE PAVEMENT MARKING - LINE 24" FOOT 66 - - - - - -
78100100 RAISED REFLECTIVE PAVEMENT MARKER EACH 40 - - - - - -
78300200 RAISED REFLECTIVE PAVEMENT MARKER REMOVAL EACH 23 - - - - - -
78300202 PAVEMENT MARKING REMOVAL - WATER BLASTING SQ FT 605 - 345 80 -
89502380 REMOVE EXISTING HANDHOLE EACH - - 3 - - - -
89502385 REMOVE EXISTING CONCRETE FOUNDATION EACH - - 6 - - - -
X0326859 PAVEMENT IMPRINTING SQ YD - 484 - - - - -
X1700067 STAMPED COLORED PORTLAND CEMENT CONCRETE SIDEWALK, 5 INCH SQ FT 52 - 163 - - -
X2110100 TOPSOIL FURNISH AND PLACE, SPECIAL CU YD - - 10 - - - -
X4400100 PORTLAND CEMENT CONCRETE SURFACE REMOVAL (VARIABLE DEPTH) SQ YD - - 1,641 - - - - -
X4401198 HOT-MIX ASPHALT SURFACE REMOVAL, VARIABLE DEPTH SQ YD 6,593 - 4,393 2,869 -
X6026050 SANITARY MANHOLES TO BE ADJUSTED EACH 3 - - - - - -
X7010216 TRAFFIC CONTROL AND PROTECTION, (SPECIAL) L SUM 1 - 1 1 -
Z0013798 CONSTRUCTION LAYOUT L SUM 1 - 1 1 -
Z0036200 PAINT CURB FOOT 605 - 345 80 -
Z0062002 SAW CUTTING, (FULL DEPTH) FOOT 578 - 875 - - -
TOTALS:
1

SUB-GROUPS
(From Separate Sheet)
BASE:
BASE:
BID 1:
BID GROUP 2 TOTAL:
BASE:
BID 2:
BID GROUP 3 TOTAL:
BASE:
BID 1:
BID 2:
BID GROUP 4 TOTAL:
BASE:
BID 2:
BID 3:
BID GROUP 5 TOTAL:
BASE:
BID 1:
BID 2:
BID 3:
BID GROUP 6 TOTAL:

S C H E D U L E O F P R I C E S Project:West Main, E of West A to E of N1st
(Sheet 3 of 3) West A, N 3rd to E of N 1st
N 3rd, N2nd, and N1st, W Washington to N of W A
Contractor: Resurfacing & Curb Ramp Reconstruction
Address: Bid Date:April, 2026
B I D G R O U P T O T A L S See Plans and Specifications for complete information for items
BID EXTENSION TOTAL
(From Separate Sheet)
BID GROUP SUB-GROUPS
1 BASE:
2 BASE:
BID 1:
BID GROUP 2 TOTAL:
3 BASE:
BID 2:
BID GROUP 3 TOTAL:
4 BASE:
BID 1:
BID 2:
BID GROUP 4 TOTAL:
5 BASE:
BID 2:
BID 3:
BID GROUP 5 TOTAL:
6 BASE:
BID 1:
BID 2:
BID 3:
BID GROUP 6 TOTAL:
1

City of Belleville St. Clair WMain&A-RS-2026

Local Public Agency
Proposal Bid Bond
Local Public Agency County Section Number
City of Belleville St. Clair WMain&A-RS-2026
WE, as PRINCIPAL, and
as SURETY, are held jointly,
severally and firmly bound unto the above Local Public Agency (hereafter referred to as "LPA") in the penal sum of 5% of the total bid
price, or for the amount specified in the proposal documents in effect on the date of invitation for bids, whichever is the lesser sum. We
bind ourselves, our heirs, executors, administrators, successors, and assigns, jointly pay to the LPA this sum under the conditions of this
instrument.
WHEREAS THE CONDITION OF THE FOREGOING OBLIGATION IS SUCH that, the said PRINCIPAL is submitting a written
proposal to the LPA acting through its awarding authority for the construction of the work designated as the above section.
THEREFORE if the proposal is accepted and a contract awarded to the PRINCIPAL by the LPA for the above designated section
and the PRINCIPAL shall within fifteen (15) days after award enter into a formal contract, furnish surety guaranteeing the faithful
performance of the work, and furnish evidence of the required insurance coverage, all as provided in the "Standard Specifications for Road
and Bridge Construction" and applicable Supplemental Specifications, then this obligation shall become void; otherwise it shall remain in
full force and effect.
IN THE EVENT the LPA determines the PRINCIPAL has failed to enter into a formal contract in compliance with any
requirements set forth in the preceding paragraph, then the LPA acting through its awarding authority shall immediately be entitled to
recover the full penal sum set out above, together with all court costs, all attorney fees, and any other expense of recovery.
IN TESTIMONY WHEREOF, the said PRINCIPAL and the said SURETY have caused this instrument to be signed by their
respective officers this of
Day Month and Year
Principal
Company Name Company Name
Signature & Date Signature & Date
By: By:
Title Title
(If Principal is a joint venture of two or more contractors, the company names, and authorized signatures of each contractor must be
affixed.)
Surety
Name of Surety
Signature of Attorney-in-Fact Signature & Date
By:
STATE OF IL
COUNTY OF
I , a Notary Public in and for said county do hereby certify that
(Insert names of individuals signing on behalf of PRINCIPAL & SURETY)
who are each personally known to me to be the same persons whose names are subscribed to the foregoing instrument on behalf of
PRINCIPAL and SURETY, appeared before me this day in person and acknowledged respectively, that they signed and delivered said
instruments as their free and voluntary act for the uses and purposes therein set forth.
Given under my hand and notarial seal this day of .
Day Month and Year
Notary Public Signature & Date
(SEAL, if required by the LPA)
Date commission expires
Completed03/17/26 Page 1 of 2 BLR 12230 (Rev. 01/19/23)

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See Also

Project: Flip Seat Cushions Ref. #: IFB 212118 Department: Materials and Service Type:

Metra Rail

Bid Due: 8/21/2026