Site work and paving for a mixed-use development in Ottawa, Ontario. Completed plans call for site work for a road / highway; for paving for a road / highway; sidewalk / parking lot; and sidewalk / parking lot.

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 D-cp000897-01 for a Complete Scope of Work. Chainage Used for Reference and is to Be Laid Out by Contractor Using Pickets in Rounding (Minimum Every 250m and at Transition of Strategy) and Transitions May Be Adjusted by the City Based on Field Observations, There Will Be No Additional Compensation for These Requirements. It is the Contractor's Responsibility to Ensure That Following Rehabilitation There is No Ponding of Water on the Asphalt Surface, and That All Other Construction Requirements Are Met. There Will Be No Extra Compensation by the Owner to Correct Such Deficiencies. Eagleson Rd From Old Richmond Rd to Emerald Meadows Dr (Approximate Length 600m) Eagleson Rd (or 49) From Old Richmond Rd (Station 0+000) to Emerald Meadows Dr (Station 8+250) is a 2-lane Rural Arterial Undivided Road (2rau). The Speed Limit is an 80 Km/h. Eagleson Rd is a Truck Route, is Part A City Bus Route and is Identified as Part Spine Cycle Route. Accommodation or Detouring Must Be Maintained and Identified in the Traffic Management Plan. The Asphalt Concrete Thickness Varies From 105mm to 250mm. There is an Average Value of 166mm. Tie-ins Will Be Required by the Contract Administrator. Eagleson Rd is to Be Paved at 7.0m Wide, With 2.0m Paved Shoulders. Existing Turn Lanes to Be Maintained. The Surface Course Shall Be Placed at a Total Width of 11.0m to Accommodate a 7.0m Driving Lanes and 2.0m Paved Shoulder on Each Side. A Minimum of 1.5m Paved Shoulder Width is Required When Site Constraints Do Not Allow for 2.0m. As Required to Achieve Proper Crossfall, New Granular a Material Should Be Placed on the Shoulder to Match the Required Grades Prior to Paving. Shouldering to Be Compacted and Verified as Required. Should Any Soft Spots Be Encountered, They Will Be Sub Excavated and Backfilled as Directed by the Contract Administrator. Tie-ins Will Be as Required by the Contract Administrator. Removal and Replacement of Existing Concrete Sidewalk Implement Sc17 North of the Hope Side Rd Intersection on the East, Contract Administrator to Lay Out Limits Prior to Construction. To provide all labour equipment and materials for the west rural resurfacing. The amount of the Tender deposit shall equal at least ten percent (10%) of the Total Tender Price. The successful Tenderer and its surety shall provide: a) a performance bond signed and sealed by the Tenderers surety; and b) a labour and material payment bond signed and sealed by the Tenderers surety; c) each in the amount of at least fifty percent (50%) of the total Tender price. The successful Tenderer shall Complete the Work as defined in GC1.06 by Friday, the 13th day of September 2024 Official bid documents must be obtained from www.merx.com and bid submissions must be done through the Merx platform. Question Acceptance Deadline: 2024/03/05 11:59:00 PM EST question deadline date extended from 03/05/2024 to 03/12/2024 11:59:00 PM EST