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

Location Details City: Glendale Heights County: DuPage State/Province: IL Site Directions: Various locations within the Village of Glendale Heights (See proposed improvements for locations) Pre-Qualification : Yes Project Owner Number: 040051D223 Project Category Code: Crack Sealing Repair and/or Maintenance Description: The work includes routing, cleaning, and sealing of cracks. Primary Contact Information Owner Details Owner Name: Village of Glendale Heights Address: 300 Civic Center Plaza, Glendale Heights, IL - 60139 Phone: 6302606000 Solicitor Details Solicitor Name: Christopher B Burke Engineering Ltd Design Discipline: Soliciting agent Address: 9575 W Higgins Road, Suite 600, Rosemont, IL - 60018 Phone: 847-823-0500 Fax: 847-823-0520 Contact: Stevan Isteefanos Email: sisteefanos@cbbel.com This work shall consist of routing, cleaning, and sealing of cracks and shall be done in accordance with Section 451 of the STANDARD SPECIFICATIONS and as modified herein. 451.04 General. Revise the first two paragraphs to read as follows: "Primary transverse and longitudinal working cracks shall be routed, cleaned, and sealed. Any adjacent secondary cracks shall also be routed, cleaned, and sealed. The edge of pavement at the curb line shall not be routed or sealed. Cracks shall be routed following the crack as nearly as possible, 1/2 inch wide and 1/2 inch deep as close to a 1:1 ratio as possible. Following crack routing and prior to blowing the routed cracks clean, the streets shall be cleaned using a mechanical sweeper in accordance with paragraph 1101.03 to remove routing debris. The sweeper shall have the capability to vacuum all debris during the sweeping operations. Immediately ahead of sealer placement, dust and debris shall be blown from the crack with a power brush/blower or with compressed air with a minimum pressure of 90 psi (620 kPa). When compressed air is used, the pneumatic tool lubricator must be bypassed, and a filter installed on the discharge valve to keep water and oil out of the lines." The surface of the crack filling shall be flush with the pavement's surface. Additionally, the CONTRACTOR shall guarantee the workmanship for a period of one year from the completion date of the contract. Any crack filling material failing within the guarantee period shall be properly removed and reinstalled to the satisfaction of the VILLAGE at no additional cost to the VILLAGE.