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

City/County: Herscher Description: Hma Overlay 845 Tn of Leveling Binder +/-3/4" and 1,690 Tn of Surface 1 1/2" Il-9.5 Project Location: Maple Street, Chicago Avenue, and Fourth Street Proposals requiring prequalification of bidders will be issued only to those contractors who are qualified with the Department of Transportation. ILDOT: HMA Overlay 845 Tn of Leveling Binder OPERATION #2 HMA OVERLAY MAPLE, CHICAGO, & FOURTH STREETS 1. HMA SURFACE REMOVAL, BUTT JOINT This work consists of pavement removal as necessary to provide for a smooth transition from newly repaved areas to adjacent pavement at the beginnings and endings of the project as marked by the engineering. The butt joint shall be ten (10) feet in width and be tapered from 2" (at the joint with the existing pavement) to 0" (at ten feet out from the joint). Construction requirements shall be in accordance with Section 406 of the Standard Specifications. The contractor shall remove and dispose of the millings in an approved manner. Cost for such disposal is incidental to the cost of this pay item. The contractor shall construct temporary ramps at all joint transitions (adjoining streets and sidewalks) in accordance with Section 406.08 of the Standard Specifications. Cost for construction of temporary ramps shall be incidental to the cost of this pay item. Payment shall be at contract unit price per square yard of HMA SURFACE REMOVAL, BUTT JOINT. 2. HMA SURFACE REMOVAL This work consists of pavement removal as necessary to provide for a smooth transition from newly paved areas to adjacent curb and gutter. This work shall be eight (8) feet of pavement adjacent to curb and gutter and shall taper from 2" (at the curb and gutter) to 0" (at eight feet from the curb and gutter). Construction shall be in accordance with Section 406 and 440 of the Standard Specifications. Cost for such disposal is incidental to the cost of this pay item. Payment shall be at the contract unit price per square yard of HMA SURFACE REMOVAL. 3. HMA LEVELING BINDER, +/-3Z4" MIX C, N50, IL-9.5 This work consists of construction of hot mix asphalt leveling binder (3/4" and varies) on the existing bituminous surface. Material and construction requirements shall be in accordance with Section 406 of the Standard Specifications. Payment shall be at the contract unit price per ton of HMA LEVELING BINDER, +/-3Z4" MIX C, N50, IL-9.5. 4. BITUMINOUS MATERIAL PRIME, SS-1 (TACK COAT) Bituminous material prime, SS-1 (tack coat) shall be applied according to Section 406 of the Standard Specifications. Application rate shall be 0.10 pounds per square yard of as directed by the Engineer. Power brooming of the roadway shall be completed prior to priming. Loose aggregate shall be removed and placed as directed by the Engineer. Payment shall be at the contract unit price per pound of BITUMINOUS MATERIAL PRIME, SS-1 (TACK COAT). 5. HMA SURFACE COURSE, 1 1/2", MIX C, N50, IL-9.5 This work shall consist of construction of 1 1/2" of hot mix asphalt surface course on an existing hot-mix asphalt surface. Material and construction requirements shall be in accordance with Section 406 of the Standard Specifications. Payment shall be at the contract unit price per ton of HMA SURFACE COURSE, 1 1/2", MIXC, N50, IL-9.5. 6. MANHOLE ADJUSTMENT This work shall consist of adjusting the existing manholes to match the profile of the repaved roadway. Material and construction requirements shall be in accordance with Section 602 of the Standard Specifications. Payment shall be at the contract unit price per each MANHOLE ADJUSTMENT. 7. WATER VALVE ADJUSTMENT This work shall consist of adjusting the existing water main valves to match the profile of the repaved roadway. Payment shall be at the contract unit price per each WATER VALVE ADJUSTMENT. GENERAL CONDITIONS PRE-QUALIFICATION Pre-qualification of bidders is required for this project. TRAFFIC CONTROL Traffic shall be controlled by the contractor and shall be in accordance with the following specifications from the latest edition of the "Illinois Manual on Uniform Traffic Control Devices for Streets and Highways" (Standard 701301-04, Standard 701501-06, and Standard 701901-09). Payment for such shall be considered incidental to the various payment items. PROJECT COMPLETION DATE All work under this contract shall be completed by August 23, 2024. Work cannot start until the ADA sidewalks have been completed. Liquidated damages for failure to complete by this date are $300.00 per day. SCHEDULING AND COORDINATION OF WORK Contractor shall contact the Village Engineer at least 72 hours (3 business days) prior to any construction or removal will be performed. The contractor shall contact the Village Engineer, Andrews Engineering, Inc. at 815-867-7229