ILDOT 99776-096.pdf

September 18, 2026 Letting

Notice to Bidders, Specifications and Proposal

Contract No. 99776 SALINE County Section 24-00043-00-SW (Eldorado) Route FAP 332 (Us 45) District 9 Construction Funds

Prepared by S

Checked by (Printed by authority of the State of Illinois)

NOTICE TO BIDDERS

1. TIME AND PLACE OF OPENING BIDS. Electronic bids are to be submitted to the electronic bidding system (iCX-Integrated Contractors Exchange). All bids must be submitted to the iCX system prior to 12:00 p.m.

September 18, 2026 prevailing time at which time the bids will be publicly opened from the iCX SecureVault.

2. DESCRIPTION OF WORK. The proposed improvement is identified and advertised for bids in the

Invitation for Bids as:

SALINE County Section 24-00043-00-SW (Eldorado) Route FAP 332 (Us 45) District 9 Construction Funds

PCC sidewalk construction along US 45 from IL 142 to the Tunnel Hill State Trail Extention parking lot in Eldorado.

3. INSTRUCTIONS TO BIDDERS. (a) This Notice, the invitation for bids, proposal and letter of award shall, together with all other documents in accordance with Article 101.09 of the Standard Specifications for Road and Bridge Construction, become part of the contract. Bidders are cautioned to read and examine carefully all documents, to make all required inspections, and to inquire or seek explanation of the same prior to submission of a bid.

(b) State law, and, if the work is to be paid wholly or in part with Federal-aid funds, Federal law requires the bidder to make various certifications as a part of the proposal and contract. By execution and submission of the proposal, the bidder makes the certification contained therein. A false or fraudulent certification shall, in addition to all other remedies provided by law, be a breach of contract and may result in termination of the contract.

4. AWARD CRITERIA AND REJECTION OF BIDS. This contract will be awarded to the lowest responsive and responsible bidder considering conformity with the terms and conditions established by the Department in the rules, Invitation for Bids and contract documents. The issuance of plans and proposal forms for bidding based upon a prequalification rating shall not be the sole determinant of responsibility. The Department reserves the right to determine responsibility at the time of award, to reject any or all proposals, to readvertise the proposed improvement, and to waive technicalities.

By Order of the Illinois Department of Transportation

Gia Biagi, Secretary

CONTRACT 99776

INDEX

FOR

SUPPLEMENTAL SPECIFICATIONS

AND RECURRING SPECIAL PROVISIONS

Adopted January 1, 2026

This index contains a listing of SUPPLEMENTAL SPECIFICATIONS, frequently used RECURRING SPECIAL PROVISIONS, and LOCAL ROADS AND STREETS RECURRING SPECIAL PROVISIONS.

ERRATA Standard Specifications for Road and Bridge Construction (Adopted 1-1-22) (Revised 1-1-26)

SUPPLEMENTAL SPECIFICATIONS

Std. Spec. Sec. Page No.

109 Measurement and Payment 202 Earth and Rock Excavation 204 Borrow and Furnished Excavation 207 Porous Granular Embankment 211 Topsoil and Compost 214 Grading and Shaping Ditches 406 Hot-Mix Asphalt Binder and Surface Course 407 Hot-Mix Asphalt Pavement (Full-Depth) 420 Portland Cement Concrete Pavement 502 Excavation for Structures 504 Precast Concrete Structures 509 Metal Railings 522 Retaining Walls 540 Box Culverts 542 Pipe Culverts 550 Storm Sewers 586 Granular Backfill for Structures 601 Pipe Drains, Pipe Underdrains, and French Drains 630 Steel Plate Beam Guardrail 632 Guardrail and Cable Road Guard Removal 644 High Tension Cable Median Barrier 665 Woven Wire Fence 701 Work Zone Traffic Control and Protection 781 Raised Reflective Pavement Markers 782 Reflectors 801 Electrical Requirements 821 Roadway Luminaires

1003 Fine Aggregates 1004 Coarse Aggregates 1010 Finely Divided Minerals 1020 Portland Cement Concrete ……… 1030 Hot-Mix Asphalt 1040 Drain Pipe, Tile, and Wall Drain 1042 Precast Concrete Products 1061 Waterproofing Membrane System 1067 Luminaire ……… 1097 Reflectors 1102 Hot-Mix Asphalt Equipment

RECURRING SPECIAL PROVISIONS

The following RECURRING SPECIAL PROVISIONS indicated by an “X” are applicable to this contract and are included by reference:

CHECK SHEET # PAGE NO.

1 Additional State Requirements for Federal-Aid Construction Contracts 2 Subletting of Contracts (Federal-Aid Contracts)

3 EEO

4 Specific EEO Responsibilities Non Federal-Aid Contracts 5 Required Provisions - State Contracts 6 Asbestos Bearing Pad Removal 7 Asbestos Waterproofing Membrane and Asbestos HMA Surface Removal 8 Temporary Stream Crossings and In-Stream Work Pads 9 Construction Layout Stakes

10 Use of Geotextile Fabric for Railroad Crossing 11 Subsealing of Concrete Pavements 12 Hot-Mix Asphalt Surface Correction 13 Pavement and Shoulder Resurfacing 14 Patching with Hot-Mix Asphalt Overlay Removal 15 Polymer Concrete 16 Reserved 17 Bicycle Racks 18 Temporary Portable Bridge Traffic Signals 19 Nighttime Inspection of Roadway Lighting 20 English Substitution of Metric Bolts 21 Calcium Chloride Accelerator for Portland Cement Concrete 22 Quality Control of Concrete Mixtures at the Plant 23 Quality Control/Quality Assurance of Concrete Mixtures 24 Reserved 25 Reserved 26 Temporary Raised Pavement Markers 27 Restoring Bridge Approach Pavements Using High-Density Foam 28 Portland Cement Concrete Inlay or Overlay 29 Portland Cement Concrete Partial Depth Hot-Mix Asphalt Patching 30 Longitudinal Joint and Crack Patching 31 Concrete Mix Design – Department Provided 32 Station Numbers in Pavements or Overlays

LOCAL ROADS AND STREETS RECURRING SPECIAL PROVISIONS

Table of Contents

CHECK SHEET # PAGE NO.

LRS 1 Reserved LRS 2 Furnished Excavation LRS 3 Work Zone Traffic Control Surveillance LRS 4 Flaggers in Work Zones LRS 5 Contract Claims LRS 6 Bidding Requirements and Conditions for Contract Proposals LRS 7 Bidding Requirements and Conditions for Material Proposals LRS 8 Reserved LRS 9 Bituminous Surface Treatments LRS 10 Reserved LRS 11 Employment Practices LRS 12 Wages of Employees on Public Works LRS 13 Selection of Labor LRS 14 Paving Brick and Concrete Paver Pavements and Sidewalks LRS 15 Partial Payments LRS 16 Protests on Local Lettings LRS 17 Substance Abuse Prevention Program LRS 18 Multigrade Cold Mix Asphalt LRS 19 Reflective Crack Control Treatment

Eldorado Sidewalk

FAP 0332 (US 45)

Section 24-00043-00-SW

Saline County i

INDEX OF SPECIAL PROVISIONS

ITEM PAGE NUMBER

Reference 1

Description of Work 1

Traffic Control and Protection, (Special) and Sequence of Work 1

Maintaining Traffic Signs 2

Earth Excavation 2

Seeding, Class 1 (Special) 2

Combination Curb and Gutter Removal and Replacement Greater Than 10 Feet 3

Portland Cement Concrete Sidewalk 5 Inch 4

Storm Sewers, Class A 5

Pipe Culverts, Class C 5

Excavation and Removal Items 6

Concrete Structures (Retaining Wall) 6

Pedestrian Railing 6

Inlets, Type A 7

Inlets, Special No. 1 7

Connection to Existing Drainage Structure 8

Remove and Relay End Sections 8

Removal and Disposal of Regulated Substances 8

Material Testing 11

Section 24-00043-00-SW ii

Status of Utilities to Be Adjusted 12

Special Provision for Insurance (LR 107-4) 13

Regulated Substances Management Areas 14-17

BDE SPECIAL PROVISIONS

The following special provisions indicated by an “X” are applicable to this contract. An * indicates a new or revised special provision for the letting.

File Name Pg. Special Provision Title Effective Revised 80099 Accessible Pedestrian Signals (APS) April 1, 2003 Jan. 1, 2022 _ 80274 Aggregate Subgrade Improvement April 1, 2012 April 1, 2022 80192 Automated Flagger Assistance Device Jan. 1, 2008 April 1, 2023 80173 Bituminous Materials Cost Adjustments Nov. 2, 2006 Aug. 1, 2017 80426 Bituminous Surface Treatment with Fog Seal Jan. 1, 2020 April 1, 2026 80475 Bridge Deck Concrete Overlays Jan. 1, 2026 80241 Bridge Demolition Debris July 1, 2009

5053I Building Removal Sept. 1, 1990 Aug. 1, 2022 5026I Building Removal with Asbestos Abatement Sept. 1, 1990 Aug. 1, 2022

80460 18 Cement, Finely Divided Minerals, Admixtures, Concrete, and Mortar Jan. 1, 2025 Jan. 1, 2026 80384 35 Compensable Delay Costs June 2, 2017 April 1, 2019 80198 Completion Date (via calendar days) April 1, 2008 80199 Completion Date (via calendar days) Plus Working Days April 1, 2008 80461 Concrete Barrier Jan. 1, 2025 80453 Concrete Sealer Nov. 1, 2023 80261 Construction Air Quality – Diesel Retrofit June 1, 2010 Jan. 1, 2025 80476 Deck Slab Repair Jan. 1, 2026 80029 39 Disadvantaged Business Enterprise Participation Sept. 1, 2000 Jan. 2, 2025 80467 43 Erosion Control Blanket Aug. 1, 2025 80229 Fuel Cost Adjustment April 1, 2009 Aug. 1, 2017 80452 Full Lane Sealant Waterproofing System Nov. 1, 2023 80433 Green Preformed Thermoplastic Pavement Markings Jan. 1, 2021 Jan. 1, 2022 80471 Guardrail Nov. 1, 2025 80472 High Friction Surface Treatment Nov. 1, 2025 80456 Hot-Mix Asphalt Jan. 1, 2024 April 1, 2026 80446 Hot-Mix Asphalt – Longitudinal Joint Sealant Nov. 1, 2022 Aug. 1, 2023 80438 46 Illinois Works Apprenticeship Initiative – State Funded Contracts June 2, 2021 April 2, 2024 80483 Inlet Filters April 1, 2026

* 80477 Longitudinal Tining Jan. 1, 2026 July 1, 2026 80450 Mechanically Stabilized Earth Retaining Walls Aug. 1, 2023 Aug. 1, 2025 80478 Modified Longitudinal Construction Joint Jan. 1, 2026 80464 47 Pavement Marking April 1, 2025 Nov. 1, 2025 80468 Pavement Patching Aug. 1, 2025 80441 Performance Graded Asphalt Binder Jan 1, 2023 April 1, 2026 80459 Preformed Plastic Pavement Marking June 2, 2024 3426I Railroad Protective Liability Insurance Dec. 1, 1986 Jan. 1, 2022 80473 Raised Reflective Pavement Markers Nov. 1, 2025 80455 48 Removal and Disposal of Regulated Substances Jan. 1, 2024 April 1, 2026 80474 Residential Driveway Temporary Signal Nov. 1, 2025

* 80445 50 Seeding Nov. 1, 2022 July 1, 2026 80457 Short Term and Temporary Pavement Markings April 1, 2024 April 2, 2024 80462 Sign Panels and Appurtenances Jan. 1, 2025 Jan. 1, 2026 80479 Sinusoidal Rumble Strips Jan. 1, 2026 80469 Slope Wall Aug. 1, 2025 80448 Source of Supply and Quality Requirements Jan. 2, 2023 Jan. 1, 2026 80340 Speed Display Trailer April 2, 2014 Jan. 1, 2022 80127 Steel Cost Adjustment April 2, 2004 Nov. 1, 2025 80480 Structural Repair of Concrete Jan. 1, 2026 80397 56 Subcontractor and DBE Payment Reporting April 2, 2018 80391 57 Subcontractor Mobilization Payments Nov. 2, 2017 April 1, 2019 80463 58 Submission of Bidders List Information Jan. 2, 2025 Mar. 2, 2025

File Name Pg. Special Provision Title Effective Revised 80482 Submission of Payroll Records – Federal Aid Contract April 1, 2026 80437 59 Submission of Payroll Records – State Contract April 1, 2021 April 1, 2026 80435 Surface Testing of Pavements – IRI Jan. 1, 2021 Jan. 1, 2023 80465 60 Surveying Services April 1, 2025 80481 Temporary Concrete Barrier Jan. 1, 2026 80466 Temporary Rumble Strips April 1, 2025

* 80484 Tolerance in Thickness for Continuously Reinforced PCC Pavement July 1, 2026 80470 Traffic Signal Backplate Aug. 1, 2025 20338 Training Special Provisions Oct. 15, 1975 Sept. 2, 2021 80429 Ultra-Thin Bonded Wearing Course April 1, 2020 Jan. 1, 2022 80439 61 Vehicle and Equipment Warning Lights Nov. 1, 2021 Nov. 1, 2022 80458 Waterproofing Membrane System Aug. 1, 2024 80302 62 Weekly DBE Trucking Reports June 2, 2012 Jan. 2, 2025 80454 Wood Sign Support Nov. 1, 2023 80427 Work Zone Traffic Control Devices Mar. 2, 2020 Jan. 1, 2026

* 80485 63 Work Zone Width Restriction July 1, 2026 80071 64 Working Days Jan. 1, 2002

Section 24-00043-00-SW

STATE OF ILLINOIS

SPECIAL PROVISIONS

The following Special Provisions supplement the "Standard Specifications for Road and Bridge Construction," adopted January 1, 2022 the latest edition of the "Illinois Manual on Uniform Traffic Control Devices for Streets and Highways", and the "Manual of Test Procedures for Materials" in effect on the date of invitation for bids, and the "Supplemental Specifications and Recurring Special Provisions" indicated on the Check Sheet included herein which apply to and govern the construction of Section 24-00043-00-SW, and in case of conflict with any part, or parts, of said Specifications, the said Special Provisions shall take precedence and shall govern.

DESCRIPTION OF WORK:

The proposed improvement consists of the construction of a 5’ wide sidewalk along U.S.

Route 45. The major item of work will be the construction of ADA compliant PCC Sidewalk along the north side of US 45 from IL 142 southwest to the parking lot for the Tunnel Hill State Trail Extension. Additional work includes driveway reconstruction, grading, and other miscellaneous work necessary to complete the project.

TRAFFIC CONTROL AND PROTECTION, (SPECIAL) and SEQUENCE OF WORK:

Traffic Control shall be in accordance with the applicable sections of the Standard Specifications for Road and Bridge Construction, the applicable guidelines contained in the Illinois Manual for Uniform Traffic Control Devices for Street and Highways, these Special Provisions, and special details and Highway Standards contained herein and in the plans.

Special attention is called to Articles 107.09, 107.14 and 107.15 of the Standard Specifications for Road and Bridge Construction, these Special Provisions and the following Standards:

Highway Standards: 701001, 701006, 701011, 701101, 701106, 701301, 701501, 701801, 701901.

During the sidewalk and entrance removal and replacement operations, the Contractor shall be required to keep Route 45 open to traffic at all times in accordance with applicable Standards. Entrances may be closed by placement of Type I barricades. Access to businesses shall be maintained at all times. Sidewalk closures will be in accordance with Standard 701801. This work will not be paid for separately, but will be considered included with the pay item Traffic Control and Protection, (Special).

Section 24-00043-00-SW

The Contractor shall be responsible for contacting and coordinating any necessary closures of the project area to the City of Eldorado, Saline County 911 Dispatch and the Eldorado Community Unit School District 4.

The Contractor shall, as a part of this pay item, submit a Traffic Control Protection Plan to be approved by the Engineer.

The cost of materials, labor and equipment necessary for placement and maintenance of all traffic control in accordance with these special provisions, and as directed by the Engineer shall be considered part of the pay item and paid for at the contract unit price per Lump Sum for Traffic Control and Protection, (Special).

MAINTAINING TRAFFIC SIGNS:

When it becomes necessary, because of construction, to remove the traffic signs along the route of the proposed sidewalk or other locations, the Contractor shall make provisions to maintain the traffic signs at a temporary location fully visible to the motorists. If it is not possible to make a temporary installation post-mounted, the traffic sign shall be installed on a tripod. Upon completion of the work, the signs shall be re-erected at their permanent locations. The work shall be performed by the contractor at his own expense, as directed by the Engineer.

EARTH EXCAVATION:

If the Contractor and Engineer agree in writing that the plan quantities for Earth Excavation are accurate, no measurement will be made during construction and payment will be made for the plan quantities per Cubic Yard at the contract Unit Price.

All excavation and any tree, shrub or brush removal, fence removal and any other removal not covered under separate pay item within the right of way limits necessary to complete the project will be considered part of the earth excavation pay item and no additional compensation will be allowed.

SEEDING, CLASS 1 (SPECIAL):

If the Contractor and Engineer agree in writing that the plan quantities for Seeding, Class 1 (Special) are accurate, no measurement will be made during construction and payment will be made for the plan quantities per Acre at the contract Unit Price.

Section 24-00043-00-SW

All disturbed and bare ground areas designated by the Engineer shall be seeded, fertilized and covered with erosion control blanket in accordance with Sections 250 and 251 of the Standard Specifications except as follows:

(A) Class 1 seeding shall be used throughout the project.

(B) The following items shall be applied to each acre to be seeded:

270 pounds of fertilizer nutrients (ratio 1:1:1) 2 tons of agricultural ground limestone

(C) Seeding may be done at any time of the year that the ground can be properly prepared. The seeding mixture shall be covered to a maximum depth of ½”.

(D) Erosion Control Blanket shall meet the requirements of BDE 80467.

The cost for completing the work described above shall be included in the Contract Unit price per Acre for SEEDING, CLASS 1 (SPECIAL) and no additional compensation will be allowed.

COMBINATION CURB AND GUTTER REMOVAL AND REPLACEMENT GREATER

THAN 10 FEET:

Combination Curb and Gutter Removal and Replacement Greater than 10 Feet will consist of the removal and replacement of existing combination curb and gutter. Combination concrete curb and gutter removal shall be completed in accordance with Section 440 of the Standard Specifications as indicated on the Plans and as directed by the Engineer.

The new combination curb and gutter shall be constructed in accordance with Section 606 of the Standard Specifications except as follows:

At the locations shown on the Plans, existing curb and gutter shall be removed and replaced with combination curb and gutter of the same gutter flag width. The curb height shall match the adjacent curb except where depressed.

The new Combination Curb and Gutter shall be tied into the existing or proposed adjacent pavement using ½” diameter epoxy coated rebar, 24” in length located on 24” centers. The bars will be drilled and set with a chemical adhesive. The use of speed dowels will not be permitted.

Section 24-00043-00-SW

The Combination Curb and Gutter shall be constructed on four (4) inches of compacted Subbase Granular Material, Type A placed in accordance with Section 311 of the Standard Specifications. Where existing granular subbase is present and in good condition, it may be compacted and reused at the direction of the Engineer.

All material, including Subbase Granular Material, Type A, equipment and labor required to remove and replace the existing combination curb and gutter as shown in the Plans and as specified herein shall be considered included with the contract unit price per foot for Curb Removal and Replacement, and no additional compensation will be allowed.

PORTLAND CEMENT CONCRETE SIDEWALK 5 INCH:

The new PCC Sidewalk 5 Inch shall be constructed in accordance with Section 424 of the Standard Specifications. The PCC Sidewalk shall be constructed at the locations shown on the plans and as directed by the Engineer. At locations where the proposed sidewalk intersects existing roadway or permanent surfaces, the Contractor shall saw cut the existing surface to provide a uniform butt joint. The cost of this work shall be considered part of this Pay Item and no additional compensation will be allowed.

The Contractor shall be required to protect their new concrete work from damage and vandalism. The Contractor shall man the project to adequately monitor and protect their work. Any damaged sections deemed not acceptable by the Engineer will be replaced at the Contractor’s expense.

The PCC Sidewalk surface shall be broom finished.

As part of this item, existing inlet tops will be incorporated into the sidewalk path. Existing lifting loop depressions shall be cleaned and filled with an approved concrete patching compound meeting the requirements of ASTM C109. Damaged corners shall also be cleaned and repaired with concrete patching compound at the direction of the Engineer prior to placement of adjacent proposed sidewalk. Any protruding lifting anchors shall also be ground flush with the top of the inlet and no additional compensation will be allowed.

The cost for completing the work described above shall be included in the Contract Unit Price per square foot of PCC SIDEWALK 5 INCH and no additional compensation will be allowed.

Section 24-00043-00-SW

STORM SEWERS, CLASS A:

All Storm Sewers, Class A shall be constructed in accordance with Section 550 of the Standard Specifications except as follows:

Any concrete collars necessary to make connections shall be considered part of the storm sewer pay item and no additional compensation will be allowed.

All trench backfill required shall be considered part of the storm sewer pay item and shall be constructed in accordance with Section 208 of the Standard Specifications. Storm sewer trenches shall be backfilled full depth within two feet of any proposed pavement, curb, gutter or sidewalk. The trench backfill material shall be CA-6. All equipment, material and labor required for construction of the trench backfill shall be considered part of the unit price for Storm Sewer, Class A of the diameter specified, and no additional compensation will be made.

PIPE CULVERTS, CLASS C:

All Pipe Culverts, Class C shall be constructed in accordance with Section 542 of the Standard Specifications. Pipe Culverts, Class C shall be Aluminized Steel Type 2 Corrugated Pipe.

Any culvert connecting bands necessary to make connections shall be considered part of the pipe culvert pay item and no additional compensation will be allowed.

Care shall be taken by the Contractor not to damage any existing metal end sections to be reused after removal. If it is determined by the Engineer that the end section being removed has been damaged during the removal process, the Contractor will be required to replace the end section at his/her own expense and no additional compensation will be made.

All trench backfill required shall be considered part of the pipe culvert pay item and shall be constructed in accordance with Section 208 of the Standard Specifications. Culvert trenches shall be backfilled full depth within two feet of any proposed pavement, curb, gutter or sidewalk. The trench backfill material shall be CA-6. All equipment, material and labor required for construction of the trench backfill shall be considered part of the unit price for Pipe Culverts, Class C of the type and diameter specified, and no additional compensation will be made.

Section 24-00043-00-SW

EXCAVATION AND REMOVAL ITEMS:

All butt joints, taper joints, saw cutting and excavation of any type other than removals shown in plans shall not be paid for separately but shall be considered part of the pay item for which the work is being done. The Contractor shall be responsible for the removal and disposal of these items in accordance with all applicable regulations.

All trench backfill required for removal items shall be constructed in accordance with Section 208 of the Standard Specifications. Trenches resulting from removals shall be backfilled full depth within two feet of any proposed pavement, curb, gutter or sidewalk.

The trench backfill material shall be CA-6. All equipment, material and labor required for construction of the trench backfill shall be considered included with the unit price for the item being removed and no additional compensation will be made.

CONCRETE STRUCTURES (RETAINING WALL):

The Concrete Structures (Retaining Wall) shall be constructed in accordance with Section 522 of the Standard Specifications and as indicated on the Plans, except as specified herein.

All reinforcement, excavation and backfill necessary for the construction of the proposed retaining wall shall be considered included with the pay item and no additional compensation will be allowed.

The proposed Concrete Structures (Retaining Wall) shall be constructed cast in place with Class SI concrete with steel reinforcement conforming to Section 1006.04 of the Standard Specifications.

Measurement and payment shall be made per Cubic Yard for Concrete Structures (Retaining Wall), which shall include all equipment, materials, and labor.

PEDESTRIAN RAILING:

This work shall include furnishing and installing hand railing at the locations shown on the Plans, and in accordance with Section 509 of the Standard Specifications. The pipe handrail shall be painted black. The railing shall be constructed in accordance with ADA compliance and the Illinois Accessibility Code.

Measurement and payment shall be made per Foot for Pedestrian Railing, which shall include all equipment, materials, fabrication and labor.

Section 24-00043-00-SW

INLETS, TYPE A:

All Inlets, Type A shall be constructed in accordance with Section 602 of the Standard Specifications except as follows:

This item shall include all labor, equipment and material necessary to construct Inlets, Type A to dimensions specified at the location shown on the plans.

The existing metal grate from the removal of the adjacent inlet shall be reused on the newly constructed Inlet, Type A. Care shall be taken by the Contractor not to damage the existing metal grate to be reused after removal. If it is determined by the Engineer that the metal grate has been damaged during the removal process, the Contractor will be required to replace the metal grate at his/her own expense and no additional compensation will be made.

The Contractor shall have the option to use precast structures or cast-in-place. Any field modifications necessary to accommodate utility adjustments shall be made at the Contractor's expense and no additional compensation will be allowed.

Any concrete collars required shall not be paid for separately but shall be considered part of the Inlet, Type A pay item.

Payment will be made per each for the INLET, TYPE A to be constructed.

INLETS, SPECIAL NO. 1:

This item shall include all labor, equipment and material necessary to construct Inlets, Special including the frame and lid detailed in the plans to dimensions specified at the location shown on the plans.

As part of this pay item, existing roof and sump drain lines on Right-of-Way shall be connected into the Inlets, Special No. 1 at the direction of the Engineer.

Inlets, Special are designed to be cast-in-place. If the inlet is not cast in place, then the inlet shall be produced according to the Department’s current Standard Specifications Sections 602 and 1042. Inlet tops shall be tied to the walls. Any field modifications necessary to accommodate utility adjustments shall be made at the contractor's expense and no additional compensation will be allowed.

Section 24-00043-00-SW

Inlets, Special may be precast when approved by the Engineer.

Payment will be made per Each of the INLETS, SPECIAL NO.1 to be constructed and no

CONNECTION TO EXISTING DRAINAGE STRUCTURE:

This item includes all labor, equipment and material, including concrete collars, necessary to connect proposed storm sewer pipe to an existing drainage structure as detailed in the plans. Care shall be taken by the Contractor not to damage the drainage structure during the connection.

Measurement and payment shall be made per Each for CONNECTION TO EXISTING

DRAINAGE STRUCTURE.

REMOVE AND RELAY END SECTIONS:

This item includes all labor, equipment and material necessary to remove existing end sections and reinstall them at the locations shown on the plans. Care shall be taken by the Contractor not to damage the end sections and culvert sections during removal. If it is determined by the Engineer that the items being removed have been damaged during the removal process, the Contractor will be required to replace the items with an approved equivalent at his/her own expense and no additional compensation will be made.

Any culvert connecting bands necessary to make connections shall be considered part of the pipe culvert pay item and no additional compensation will be allowed.

Measurement and payment shall be made per Each REMOVE AND RELAY END

SECTIONS.

REMOVAL AND DISPOSAL OF REGULATED SUBSTANCES:

Description. This work shall consist of the removal and disposal of regulated substances according to Section 669 of the Standard Specifications as revised below.

Contract Specific Work Areas. For stationing, the lateral distance is measured from the centerline, and the farthest distance is the offset distance or construction limit, whichever is less.

Section 24-00043-00-SW

The following contract-specific work areas shall be monitored by the Environmental Firm for soil contamination and workers' protection. When excavating in regulated substance managed areas, the Contractor shall excavate the entire work day when monitoring is required.

ISGS PESA 4880-2, Parking Lot, 1400 Block of US 45 North, Eldorado, Saline County, Illinois

• Station 342+56 to Station 342+71, 1 foot LT to 8 feet LT. The Engineer has determined this material in the vicinity of the station and offset meets the criteria of and shall be managed in accordance with Article 669.05(a)(5). Contaminants of concern sampling parameters include: VOCs, SVOCs, and metals.

ISGS PESA 4880-6, Egyptian Mental Health Department, 1412 US 45 North, Eldorado, Saline County, Illinois

• Station 345+63 to Station 348+57, 1.5 feet LT to 7.5 feet LT. The Engineer has determined this material in the vicinity of the station and the offset meets the criteria of and shall be managed in accordance with Article 669.05(a)(5). Contaminants of concern sampling parameters include: VOCs, SVOCs, and metals.

• Station 345+69, 11 feet LT to 18 feet LT. The Engineer has determined this material in the vicinity of the station and the offset meets the criteria of and shall be managed in accordance with Article 669.05(a)(5). Contaminants of concern sampling parameters include: VOCs, SVOCs, and metals.

ISGS PESA 4880-8, Troy Angelly Restoration and Collision Center, 1410 US 45 North, Eldorado, Saline County, Illinois

• Station 348+57 to Station 351+49, 1.5 feet LT to 7.5 feet LT. The Engineer has determined this material in the vicinity of the station and the offset meets the criteria of and shall be managed in accordance with Article 669.05(a)(5). Contaminants of

ISGS PESA 4880-11, Banterra, 1404 US 45 North, Eldorado, Saline County, Illinois

• Station 351+99 to Station 355+49, 1 foot LT to 11.5 feet LT. The Engineer has determined this material in the vicinity of the station and the offset meets the criteria of and shall be managed in accordance with Article 669.05(a)(5). Contaminants of concern sampling parameters include: VOCs, SVOCs, and metals.

• Station 352+60, 1 foot LT to 11 feet LT. The Engineer has determined this material in the vicinity of the station and the offset meets the criteria of and shall be managed

Section 24-00043-00-SW

ISGS PESA 4880-20, City of Eldorado Storage Lot, 1200 Block of US 45 North, Eldorado, Saline County, Illinois

• Station 365+00 to Station 368+00, 1.5 feet LT to 7.5 feet LT. The Engineer has determined this material in the vicinity of the station and the offset meets the criteria of and shall be managed in accordance with Article 669.05(a)(1). Contaminants of

ISGS PESA 4880-21, Commercial Building, 1242 US 45 North, Eldorado, Saline County, Illinois

• Station 368+00 to Station 370+40, 1.5 feet LT to 7.5 feet LT. The Engineer has determined this material in the vicinity of the station and the offset meets the criteria

ISGS PESA 4880-22, Dad’s Bar-B-Q, 1238 US 45 North, Eldorado, Saline County, Illinois

• Station 370+40 to Station 371+82, 1.5 feet LT to 7.5 feet LT. The Engineer has determined this material in the vicinity of the station and the offset meets the criteria of and shall be managed in accordance with Article 669.05(a)(1). Contaminants of concern sampling parameters include: VOCs, SVOCs, and metals.

• Station 371+80, 4 feet LT to 18.5 feet LT. The Engineer has determined this material in the vicinity of the station and the offset meets the criteria of and shall be managed in accordance with Article 669.05(a)(1). Contaminants of concern sampling

ISGS PESA 4880-24, Edmister Accounting, 1230 US 45 North, Eldorado, Saline County, Illinois

• Station 371+82 to Station 373+05, 1.5 feet LT to 7.5 feet LT. The Engineer has determined this material in the vicinity of the station and the offset meets the criteria

ISGS PESA 4880-27, ROC Self-Storage and Mobile Home, 1222 US 45 North,

• Station 375+55 to Station 376+86, 1.5 feet LT to 7.5 feet LT. The Engineer has determined this material in the vicinity of the station and the offset meets the criteria

Section 24-00043-00-SW

ISGS PESA 4880-34, Eldorado Enterprises and Recycling Center, 1212 US 45 North, Eldorado, Saline County, Illinois

• Station 379+88 to Station 384+38, 1.5 feet LT to 7.5 feet LT. The Engineer has determined this material in the vicinity of the station and the offset meets the criteria of and shall be managed in accordance with Article 669.05(a)(5). Contaminants of concern sampling parameters include: VOCs, SVOCs, and metals.

• Station 380+08 to Station 383+38, 5 feet LT to 12 feet LT. The Engineer has determined this material in the vicinity of the station and the offset meets the criteria

ISGS PESA 4880-40, Legence Bank and American Farm Corporate, 1200 US 45 North,

• Station 385+56 to Station 387+78, 1.5 feet LT to 15 feet LT. The Engineer has determined this material in the vicinity of the station and the offset meets the criteria of and shall be managed in accordance with Article 669.05(a)(5). Contaminants of concern sampling parameters include: VOCs, SVOCs, and metals.

• Station 386+43, 7 feet LT to 14 feet LT. The Engineer has determined this material in the vicinity of the station and the offset meets the criteria of and shall be managed

Work Zones Three distinct OSHA HAZWOPER work zones (exclusion, decontamination, and support) shall apply to projects adjacent to or within sites with documented leaking underground storage tank (LUST) incidents, or sites under management in accordance with the requirements of the Site Remediation Program (SRP), Resource Conservation and Recovery Act (RCRA), or Comprehensive Environmental Response, Compensation and Liability Act (CERCLA), or as deemed necessary. For this project, the work zones apply to the following ISGS PESA Sites: None

Additional information on the contract-specific work areas listed above, collected during the regulated substances due diligence process, is available through the District’s Environmental Studies Unit (DESU).

MATERIAL TESTING:

The Contractor shall perform all concrete inspection services using a certified ACI Concrete Field Testing Technician in accordance with current guidelines of the Illinois Department of Transportation, including slump, air and temperature testing for the items PCC Driveway Pavement, 7 Inch, PCC Sidewalk 5 Inch, Concrete Structures (Retaining Wall), Concrete

Section 24-00043-00-SW

Curb, Type B, Combination Curb and Gutter, and Inlets, Special. The Contractor shall also be responsible for all compressive strength testing, and will cast a minimum of three (3) cylinders each for tests at 7, 14 and 28 days. The Contractor shall test on the first day of concrete construction and on each day the total quantity of concrete placed totals an additional 50 Cubic Yards as long as the results are satisfactory. Should the results be unsatisfactory, the Contractor shall test each day of concrete placement until satisfactory results are achieved.

The Contractor will also conduct slump, air and temperature testing when samples for compressive cylinders are cast. Additional cylinders will be cast upon request from the Engineer.

The cost of all testing shall be considered part of the concrete item constructed and no

STATUS OF UTILITIES TO BE ADJUSTED:

There are utilities adjacent to the project site. The Contractor shall contact J.U.L.I.E and obtain a dig number before commencing construction.

FOR UTILITIES, CONTACT J.U.L.I.E.: 1-800-892-0123

If any utility adjustment or removal becomes necessary as a result of the Contractor's operations, the Contractor shall notify the Engineer in writing. A request for an extension of time will be considered to the extent the Contractor's operations were affected.

The Engineer shall notify the utility companies of any required adjustment. The adjustment shall be made prior to or during construction. The utilities shall be adjusted in accordance with the provisions of Articles 105.07 and 107.19 of the Standard Specifications. No payment for delays in accordance with Article 107.40 will be made.

LR107-4

State of Illinois Department of Transportation

Bureau of Local Roads and Streets

SPECIAL PROVISION

FOR

INSURANCE

Effective: February 1, 2007 Revised: August 1, 2007

All references to Sections or Articles in this specification shall be construed to mean specific Section or Article of the Standard Specifications for Road and Bridge Construction, adopted by the Department of Transportation.

The Contractor shall name the following entities as additional insured under the Contractor’s general liability insurance policy in accordance with Article 107.27:

The entities listed above and their officers, employees, and agents shall be indemnified and held harmless in accordance with Article 107.26.

City of Eldorado

C:\Users\hernandd\Weston Solutions, Inc\Engineering Community - Projects\_DaveH\00126.dwg, 3/18/2026 10:29:45 AM, HERNANDD

C:\Users\hernandd\Weston Solutions, Inc\Engineering Community - Projects\_DaveH\00126.dwg, 3/18/2026 10:29:46 AM, C:\Users\hernandd\Weston Solutions, Inc\Engineering Community - Projects\_DaveH\00126.dwg, 3/18/2026 10:29:46 AM, C:\Users\hernandd\Weston Solutions, Inc\Engineering Community - Projects\_DaveH\00126.dwg, 3/18/2026 10:29:47 AM, CEMENT, FINELY DIVIDED MINERALS, ADMIXTURES, CONCRETE, AND MORTAR (BDE)

Effective: January 1, 2025 Revised: January 1, 2026

Revise the first paragraph of Article 285.05 of the Standard Specifications to read:

“ 285.05 Fabric Formed Concrete Revetment Mat. The grout shall consist of a mixture of cement, fine aggregate, and water so proportioned and mixed as to provide a pumpable slurry.

Fly ash or ground granulated blast furnace (GGBF) slag, and concrete admixtures may be used at the option of the Contractor. The grout shall have an air content of not less than 6.0 percent nor more than 9.0 percent of the volume of the grout. The mix shall obtain a compressive strength of 2500 psi (17,000 kPa) at 28 days according to Article 1020.09.”

Revise Article 302.02 of the Standard Specifications to read:

“ 302.02 Materials. Materials shall be according to the following.

Item Article/Section

(a) Cement

(b) Water

(c) Hydrated Lime .................................................................................................... 1012.01

(d) By-Product, Hydrated Lime ................................................................................ 1012.02

(e) By-Product, Non-Hydrated Lime ........................................................................ 1012.03

(f) Lime Slurry ......................................................................................................... 1012.04

(g) Fly Ash

(h) Soil for Soil Modification (Note 1) ....................................................................... 1009.01

(i) Bituminous Materials (Note 2)

Note 1. This soil requirement only applies when modifying with lime (slurry or dry).

Note 2. The bituminous materials used for curing shall be emulsified asphalt RS-2, CRS- 2, HFE 90, or HFE 150; rapid curing liquid asphalt RC-70; or medium curing liquid asphalt MC-70 or MC-250.”

Revise Article 312.07(c) of the Standard Specifications to read:

“ (c) Cement .................................................................................................................... 1001”

Add Article 312.07(i) of the Standard Specifications to read:

“ (i) Ground Granulated Blast Furnace (GGBF) Slag ...................................................... 1010”

Revise the first paragraph of Article 312.09 of the Standard Specifications to read:

“ 312.09 Proportioning and Mix Design. At least 60 days prior to start of placing CAM II, the Contractor shall submit samples of materials to be used in the work for proportioning and testing.

The mixture shall contain a minimum of 200 lb (120 kg) of cement per cubic yard (cubic meter).

Cement may be replaced with fly ash or ground granulated blast furnace (GGBF) slag according to Article 1020.05(c)(1) or 1020.05(c)(2), respectively, however the minimum cement content in the mixture shall be 170 lbs/cu yd (101 kg/cu m). Blends of coarse and fine aggregates will be permitted, provided the volume of fine aggregate does not exceed the volume of coarse aggregate. The Engineer will determine the proportions of materials for the mixture according to the “Portland Cement Concrete Level III Technician Course” manual. However, the Contractor may substitute their own mix design. Article 1020.05(a) shall apply, and a Level III PCC Technician shall develop the mix design.”

Revise Article 352.02 of the Standard Specifications to read:

“ 352.02 Materials. Materials shall be according to the following.

(a) Cement (Note 1)

(b) Soil for Soil-Cement Base Course ....................................................................... 1009.03

(c) Water

(d) Bituminous Materials (Note 2)

Note 1. Bulk cement may be used for the traveling mixing plant method if the equipment for handling, weighing, and spreading the cement is approved by the Engineer.

Note 2. The bituminous materials used for curing shall be emulsified asphalt RS-2, CRS-2, HFE 90, or HFE 150; rapid curing liquid asphalt RC-70; or medium curing liquid asphalt MC-70 or MC-250.”

Revise Article 404.02 of the Standard Specifications to read:

“ 404.02 Materials. Materials shall be according to the following.

(a) Cement

(b) Water

(c) Fine Aggregate .................................................................................................... 1003.08

(d) Bituminous Material (Tack Coat) .......................................................................... 1032.06

(e) Emulsified Asphalts (Note 1) (Note 2) .................................................................. 1032.06

(f) Fiber Modified Joint Sealer .................................................................................. 1050.05

(g) Additives (Note 3)

Note 1. When used for slurry seal, the emulsified asphalt shall be CQS-1h according to Article 1032.06(b).

Note 2. When used for micro-surfacing, the emulsified asphalt shall be CQS-1hP according to Article 1032.06(e).

Note 3. Additives may be added to the emulsion mix or any of the component materials to provide the control of the quick-traffic properties. They shall be included as part of the mix design and be compatible with the other components of the mix.

Revise the last sentence of the fourth paragraph of Article 404.08 of the Standard Specifications to read:

“When approved by the Engineer, the sealant may be dusted with fine sand, cement, or mineral filler to prevent tracking.”

Revise Note 2 of Article 516.02 of the Standard Specifications to read:

“ Note 2. The sand-cement grout mix shall be according to Section 1020 and shall be a 1:1 blend of sand and cement comprised of a Type I, IL, or II cement at 185 lb/cu yd (110 kg/cu m). The maximum water cement ratio shall be sufficient to provide a flowable mixture with a typical slump of 10 in. (250 mm).”

Revise Note 2 of Article 543.02 of the Standard Specifications to read:

“ Note 2. The grout mixture shall be 6.50 hundredweight/cu yd (385 kg/cu m) of cement plus fine aggregate and water. Fly ash or ground granulated blast furnace (GGBF) slag may replace a maximum of 5.25 hundredweight/cu yd (310 kg/cu m) of the cement. The water/cement ratio, according to Article 1020.06, shall not exceed 0.60. An air-entraining admixture shall be used to produce an air content, according to Article 1020.08, of not less than 6.0 percent nor more than 9.0 percent of the volume of the grout. The Contractor shall have the option to use a water-reducing or high range water-reducing admixture.”

Revise Article 583.01 of the Standard Specifications to read:

“ 583.01 Description. This work shall consist of placing cement mortar along precast, prestressed concrete bridge deck beams as required for fairing out any unevenness between adjacent deck beams prior to placing of waterproofing membrane and surfacing.”

Revise Article 583.02(a) of the Standard Specifications to read:

“ (a) Cement .................................................................................................................... 1001”

Revise the first paragraph of Article 583.03 of the Standard Specifications to read:

“ 583.03 General. This work shall only be performed when the air temperature is 45 °F (7 °C) and rising. The mixture for cement mortar shall consist of three parts sand to one part cement by volume. The amount of water shall be no more than that necessary to produce a workable, plastic mortar.”

Revise Article 606.02(h) of the Standard Specifications to read:

“ (h) Fibers (Note 1) ........................................................................................................ 1014”

Revise Note 1 in Article 606.02(h) of the Standard Specifications to read:

“ Note 1. Fibers, when required, shall only be used in the concrete mixture for slipform applications.”

Revise the third paragraph in Article 606.10 of the Standard Specifications to read:

“ Welded wire fabric shall be 6 x 6 in. (150 x 150 mm) mesh, #4 gauge (5.74 mm), 58 lb (26 kg) per 100 sq ft (9 sq m).”

Revise Article 1001.01(d) of the Standard Specifications to read:

“ (d) Rapid Hardening Cement. Rapid hardening cement shall be according to the Bureau of Materials Policy Memorandum “Portland or Blended Cement Acceptance Procedure for Qualified and Non-Qualified Plants”, and ASTM C 1600, Type URH, Type VRH, or Type RH-CAC. It shall be used according to Article 1020.04 or when approved by the Engineer.

The Contractor shall submit a report from the manufacturer or an independent lab that contains results for testing according to ASTM C 1600 which shows the cement meets the requirements of either Type URH, Type VRH, or Type RH-CAC. Test data shall be less than 1 year old from the date of submittal.

Revise Article 1001.01(e) of the Standard Specifications to read:

“ (e) Other Cements. Other cements shall be according to the Bureau of Materials Policy Memorandum “Portland or Blended Cement Acceptance Procedure for Qualified and Non- Qualified Plants”, and ASTM C 1157 or ASTM C 1600, as applicable. Other cements shall be used according to Article 1020.04 or when approved by the Engineer. For cements according to ASTM C 1157, the Contractor shall submit a report from the manufacturer or an independent lab that contains results of tests which shows the cement meets the requirements Type GU, HE, MS, MH, or LH. For cements according to ASTM C 1600, the Contractor shall submit a report from the manufacturer or an independent lab that contains results of tests which shows the cement meets the requirements Type MRH or GRH. Test data shall be less than 1 year old from the date of submittal.”

Revise Article 1002.02 of the Standard Specifications to read:

“ 1002.02 Quality. Water used with cement in concrete or mortar and water used for curing concrete shall be clean, clear, and free from sugar. In addition, water shall be tested and evaluated for acceptance according to one of the following options.

OPTION 1.

(a) Acceptable limits for acidity and alkalinity when tested according to ITP T 26.

(1) Acidity -- 0.1 Normal NaOH ........................................................................ 2 ml max.*

(2) Alkalinity -- 0.1 Normal HCI ....................................................................... 10 ml max.*

*To neutralize 200 ml sample.

(b) Acceptable limits for solids when tested according to the following.

(1) Organic (ITP T 26) .................................................................................... 0.02% max.

(2) Inorganic (ITP T 26) .................................................................................. 0.30% max.

(3) Sulfate (SO4) (ASTM D 516-82) ............................................................... 0.05% max.

(4) Chloride (ASTM D 512) ............................................................................ 0.06% max.

(c) The following tests shall be performed on the water sample and on deionized water. The same cement and sand shall be used for both tests.

(1) Unsoundness (ASTM C 151).

(2) Initial and Final Set Time (ASTM C 266).

(3) Strength (ASTM C 109).

The test results for the water sample shall not deviate from the test results for the deionized water, except as allowed by the precision in the test method.

OPTION 2. Water shall meet the requirements ASTM C 1602 Tables 1 and 2 as outlined in Sections 5.1, 5.2, and 5.4.”

Revise Note 2/ in Article 1003.01(b) of the Standard Specifications to read:

“ 2/ Applies only to sand. Sand exceeding the colorimetric test standard of 11 (Illinois

Modified AASHTO T 21) will be checked for mortar making properties according to Illinois Modified ASTM C 87 and shall develop a compressive strength at the age of 14 days when using Type I, IL, or II cement of not less than 95 percent of the comparable standard.

Revise the second sentence of Article 1003.02(e)(1) of the Standard Specifications to read:

“ The test will be performed with Type I, IL, or II portland cement having a total equivalent alkali content (Na2O + 0.658K2O) of 0.90 percent or greater.”

Revise the first sentence of the second paragraph of Article 1003.02(e)(3) of the Standard Specifications to read:

“ The ASTM C 1293 test shall be performed with Type I, IL, or II portland cement having a total equivalent alkali content (Na2O + 0.658K2O) of 0.80 percent or greater.”

Revise the second sentence of Article 1004.02(g)(1) of the Standard Specifications to read:

“ The test will be performed with Type I, IL, or II portland cement having a total equivalent alkali content (Na2O + 0.658K2O) of 0.90 percent or greater.”

Add the following Section to the Standard Specifications.

“SECTION 1014. FIBERS FOR CONCRETE

1014.01 General. Fibers used in concrete shall be Type II or Type III (polyolefin or carbon) according to ASTM C 1116.