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

Summary of Work The Following is Provided for Information Purposes Only and is Subject to Change. The Contractor Shall Refer to the Contract Detail Item Listing Sheet for the Complete Scope of the Work. General Notes for All Locations It is the Contractor's Responsibility to Ensure That Following Rehabilitation There is No Ponding of Water on the Asphalt and Granular Surface, and That All Other Construction Requirements Are Met. There Will Be No Extra Compensation by the Owner to Correct Such Deficiencies. All Granular a for Driveways Will Be Paid Under the Shouldering Item. Install Safety Edges (Safety Edges to Be Placed on Both Base and Final Lift) Compaction Verification Required for All Granular. Turtle Fence Will Be Installed by a Third Party Outside of This Contract at the Following Locations. Contractor Will Be Responsible to Monitor and Make Any Repairs Necessary to Maintain the Turtle Fence During the Life of the Contract. 80 M of Fencing Along South Side of Roger Stevens Dr, Adjacent to Dwyer Hill Road Intersection. Fencing Along Marsh. 60 M of Fencing Along North and South Side of Roger Stevens Dr, 2.4 Km East of Dwyer Hill Road Intersection, Fencing Along Marsh. 120 M of Fencing Along North Side and 140 M Along South Side of Roger Stevens Dr, 3.6 Km East of Dwyer Hill Road Intersection. Fencing Along Marsh and Open Water. 300 M of Fencing Along North Side and 60 M Along South Side of Roger Stevens Dr, 6.9 Km East of Dwyer Hill Road Intersection. Fencing Along Marsh and Open Water 80 M Along South Side of Roger Stevens Dr, 7.1 Km East of Dwyer Hill Road Intersection. Fencing Along Marsh. 60 M of Fencing Along North Side and 30 M Along South Side of Roger Stevens Dr at Culvert, 8.1 Km East of Dwyer Hi/ Road Intersection. Fencing Along Culvert Inlet and Outlet. 40 M of Fencing Along North Side and 40 M Along South Side of Roger Stevens Dr at Culvert, 1.1 Km East of Malakoff Road Intersection. Fencing Along Culver Inlet and Outlet. Culvert Inlet and Outlet, 1.1 Km East of Malakoff Road. 30 M of Fencing Recommended Along Both Sides of Road. "All Geotechnical Data Below for All Locations for Reference Only* For Any Subgrade Soft Spots Observed, the Following Strategy is Recommended: Excavate and Remove the Existing Granular Material to Its Full Depth to Expose the Underlying Subgrade. Sub-excavate Any Soft Areas in the Subgrade and Replaced With Suitable, Compacted Earth Borrow That is Frost Compatible With the Existing Subgrade Material. Re-grade and Compact the Subgrade to 3% Cross Slope and Install Class Ii Non-woven Geotextile on the Prepared Subgrade. Replace the excavated granular material with new Granular B-Type II and Granular A materials to the required grades and thicknesses and overlay with the above noted HMA pavement. Install 100 mm minimum diameter, perforated PVC pipe subdrain across the pavement section to efficiently drain the pavement structure where site conditions require such as the presence of high-water content in the pavement structure during excavation. Official bid documents must be obtained from www.merx.com and bid submissions must be done through the Merx platform. Question Acceptance Deadline: 2024/03/12 12:00:00 AM EDT