Site work for a water / sewer project in Oregon, Illinois. Completed plans call for site work for a water / sewer project.

Description of Work: the Project Consists of Earth Excavation, Hma Pavement Removal, Concrete V-gutter, Storm Sewer, Patching and Restoration at the End of N. David Court in Rockvale Township. Insurance: the Successful Bidder Shall Furnish a Certificate of Insurance in the Requirements Listed, Within 30 Days of Award or the Contract is Null and Void. 1. Bodily Injury Liability $1,000,000.00 2. Property Damage Liability a. Each Occurrence $500,000.00 3. Workman's Compensation Coverage Quantities: Quantities Are Estimates Prepared for the Establishment of Pay Items and Are the Responsibility of the Contractor to Confirm Prior to Bidding. Quantities May Be Increased, Decreased, or Omitted to Satisfactorily Complete the Project. Precautions for Utilities: the Contractor Shall Take Whatever Precautions Which May Be Necessary to Protect the Property of the Various Public Utilities, Which May Be Located Underground or Above Ground, at or Adjacent to the Site of This Improvement. Needed Adjustments of These Facilities Will Be Made by the Respective Utility Companies, if So Required. These Facilities Shall Be Saved Harmless and Care Shall Be Exercised So as Not to Disrupt or Destroy the Services Provided by These Utilities. The Contractor Will Be Required to Repair or Replace Any Public Utility Property Which Has Been Damaged Through Their Efforts. The Procedure and Specifications of Repair Will Be in Accordance With the Regulations and/or Policy of the Utility. The Contractor Shall Contact and Coordinate Their Activities With the Utilities by Contacting: J.u.l.i.e. - (800) 892-0123. Construction Staking: Construction Staking Shall Be Provided by Rockvale Township or Their Designated Representative, Which Shall Include the Marking of Removal Limits and the Staking of Grades for Inlet and Pipe Construction. Saw Cutting: This Work Shall Consist of Sawing Existing Pavements to a Depth That When the Material is Removed, a Clean Edge Will Result With No Spalling of the Remaining Material. Saw Cutting Shall Be Performed at All Locations Along the Roadway Pavement Where Proposed Storm Sewer Inlets Are to Be Installed, as Needed. This Work Item Shall Be Considered Incidental to the Unit Price of the Item Being Installed. Earth Excavation (Special): This Work Shall Be Performed in Accordance With Section 202 of the Standard Specifications for Road and Bridge Construction. Excavation on the Project is Limited to That Necessary for the Construction of the New Gutter and Storm Sewer, Which Shall Include the Removal of Landscaping and Small Tree(S). After Concrete Has Obtained the Specified Strength, the Restoration Behind the Gutter in Restoration Areas Shall Be Backfilled With the Previously Excavated Material and Access Material Trucked Off Site. This Work Shall Be Paid for the Contract Unit Price Per Cubic Yard for Earth Excavation, Special, Which Price Shall Include the Removal, Hauling, Placement, Compaction and Grading of the Earthen Backfill. Hma Pavement Removal This Item Shall Be Performed in Accordance With Section 440 of the Standard Specifications for Road and Bridge Construction and the Details Included in the Construction Plans. This Item Shall Include the Cost of Removal and Excavation of the Existing Pavement. It is Estimated That the Existing Pavement is Approximately 4" Thick. All Mailboxes Adjacent to Construction Work Shall Be Protected or Relocated. This Work Shall Be Paid for at the Contract Unit Price Per Square Yard for Hma Pavement Removal. Inlet Removal Gutter Removal Storm Sewer Removal This Work Shall Be Performed in Accordance With Section 440 of the Standard Specifications for Road and Bridge Construction and in Accordance With the Construction Plans. The Contractor Shall Remove Any and All Parts of the Existing Gutters, Inlets and Storm Sewer and Shall Include the Cost of Removal and Disposal. This Work Shall Be Paid for at the Contract Unit Price Per Foot of Gutter Removal, Unit Price Per Each for Inlet Removal and Unit Price Per Foot for Storm Sewer Removal. Concrete Gutter, Type a (Special): This Item Shall Be Performed in Accordance With Section 606 of the Standard Specifications for Road and Bridge Construction and the Details Included in the Contract Plans. Concrete Shall Be Measured Along the Flow Line of the Gutter for Payment. Expansion Joints and Tie Bars Shall Be Installed at Each End Into Existing Gutter. a 5" Lift of Aggregate Shall Be Placed and Compacted Under the Gutter and Shall Be Paid Per Ton as Aggregate Base Course, Type B. This Work Shall Be Paid for at the Contract Unit Price Per Foot for Concrete Gutter, Type a (Special), Which Price Shall Include the Labor and Materials for Expansion Joints, Curing Compound, and Dowel Bars.