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

Asphalt Overlays in Oakville and Asphalt Patching in Peony Farm Oakville 1st Street from 1st Avenue North Intersection to 2nd Avenue North Intersection (150 m length) (a) Oakville 1st Street - Asphalt Overlay Area (50 mm Thickness) = 145m * 7.5m = 1050m ^ 2 Oakville - 2nd Street from Railway Tracks to 1st Avenue South Intersection (150 m length) (b) Oakville 2nd Street - Asphalt Overlay Area (50 mm Thickness) = 150m * 7.5m = 1 ,125 m^ 2 Oakville - 4th Street from 3rd Avenue North Intersection to 4th Avenue North Intersection (105 m length) (c) Oakville 4th Street - Asphalt Overlay Area (50 mm Thickness) = 105m * 7.5m = 788m ^ 2 Oakville 6th Street from 3rd Avenue North Intersection to 4th Avenue North Intersection (90 m length) (d) Oakville 6th Street - Asphalt Overlay Area (50 mm Thickness) = 90m * 7.5 m = 675m ^ 2 Peony Farm - Wilson Street South End (112 m length - Reconstruction, 40 m length - Overlay) (e) Peony Farm - Asphalt Overlay Area (50 mm Thickness) = 25m * 7.5m = 188m ^ 2 (f) Peony Farm - Asphalt Concrete Saw Cutting = 7.5m * 1 = 7.5m (g) Peony Farm - Asphalt Concrete Patching (100 mm Thickness) = 112m * 7.5m = 840m ^ 2 (h) Peony Farm - Asphalt Concrete Saw Cutting = 7.5m * 1 = 7.5m (i) Peony Farm - Asphalt Overlay Area (50 mm Thickness) = 15m * 7.5m = 113m ^ 2 The Contractor shall achieve Total Performance by October 14, 2024. A bid bond, in the amount of at least ten percent (10%) of the Total Bid Price, and agreement to bond of a company registered to conduct the business of a surety in Manitoba, in the form included in the Bid Submission. A performance bond of a company registered to conduct the business of a surety in Manitoba, in the form attached to these Supplemental Conditions (Form H1: Performance Bond), in the amount of fifty percent (50%) of the Contract Price. Question Acceptance Deadline: 2024/07/03 12:00:00 PM CDT Official bid documents must be obtained from www.merx.com . The major components of the Work are as follows: (a) Asphalt Concrete Saw Cutting (b) Asphalt Concrete Patching (100 mm Thickness) (c) Asphalt Concrete Overlays (50 mm Thickness) (d) Common Excavation (e) Shaping, Scarifying and Compacting Subgrade (f) Non-Woven Geotextile (g) Geogrid (Mirafi BXG120) (h) Sub-base (50 mm Crushed Limestone) (i) Base Course (20 mm Crushed Limestone) The Owner reserves the right to: increase or decrease quantities; change the location of work; and cancel or add project sites. In the event that these rights are exercised, the Contract Unit Prices quoted on the Tender form shall remain unchanged.