Site work and paving for a road / highway in East Grove Township, Illinois. Completed plans call for site work for a road / highway; and for paving for a road / highway.

Location Greenwing Road - Lewis Road to Richardson Road & Shady Oaks Road to Twp Line Project Length 1.28 Miles Proposed Improvement 1.5" Hma Wedging 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. Description of Work: the Work on This Contract Consists of Furnishing All Labor, Material, and Equipment Necessary to Place 1.5" Bituminous Mixture Complete Wedging on Greenwing Road in Lee Center Township. Engineer Notification the Contractor Shall Notify the Lee County Highway Department at 815-857-4141 No Less Than (3) Business Days Prior to the Beginning of Work on Any Roadway. Preparation of Existing Surface: All Existing Bituminous Surfaces Shall Be Swept Free of All Loose Material, Dirt, and Debris Prior to Applying the Prime/tack Coat. This Preparation Shall Be Incidental to the Contract. Bituminous Materials (Tack Coat): All Existing Bituminous Surfaces Shall Be Tacked at a Residual Asphalt Rate of 0.05 Pounds Per Square Foot With Ss-1 or Rc-70 Unless Otherwise Directed by the Engineer. Tack Coat Shall Follow Section 406 for the Standard Specifications. Tack Used Shall Be Paid for at the Contract Unit Price Bid Per Pound for Bituminous Materials (Tack Coat). Fresh Oil Signs During and After the Application of Tack, "Fresh Oil" Signs Shall Be Placed at Each End and at 1 Mile Intervals as Needed Throughout the Project Area. the Signs Shall Be Installed in Accordance With Standard 701901-01. These Signs Shall Remain in Place Until the Prime is Covered With Hma or as Directed by the Engineer. the Cost of Furnishing These Signs Shall Be Considered Incidental to the Contract. Bituminous Mixture Complete: the Bituminous Mixture Complete Used to Produce This Mixture Shall Be Pg58-28. No Test Strips Will Be Required. The Compaction of the Surface Course Will Be Done With One Breakdown Steel Wheeled and/or Pneumatic Tired Roller and One Steel Wheeled Finish Roller as Specified in Article 406 of the Standard Specifications. in Addition to Lr400 Bituminous Mixture Complete, Contractor Shall Use an Illinois Department of Transportation Approved Hot Mix Asphalt Mix Design. All Costs for This Item Shall Be Paid for at the Contract Unit Price Per Ton for Bituminous Mixture Complete. Paver Automatic Grade Control the Paver Used for the Project Shall Have Automatic Electronic Grade Control. the Engineer Shall Be the Sole Judge on Whether a Paver's Grade Control Meets This Requirement. Any Paver Whose Grade Control is Not Approved by the Engineer, Cannot Be Used on the Project. Crown Correction Crown Correction Has Been Included in the Estimated Quantities of Hma in This Contract at the Rate of 10 Lb/sy. It Shall Only Be Used as Needed to Correct the Road's Crown, Fill in Depressions in the Existing Road, and/or as Directed by the Engineer. Unless Directed by the Engineer, Crown Correction Shall Not Be Used to Increase the Overall Asphalt Thickness.