Site work and paving for a civil project in Winnipeg, Manitoba. Completed plans call for site work for a bridge / tunnel; for paving for a bridge / tunnel; road / highway; and road / highway.

The Work to be done under the Contract includes bridge work and roadway work. The bridge work shall consist of bridge deck concrete scarification, partial depth concrete replacements of the bridge deck ends and approach slabs, localized spot repairs on the deck and barriers, deck expansion joint seal replacements, approach roadway slab on grade repairs, barrier seal replacements, and placing waterproofing membrane and asphalt overlay of the bridge deck at the southbound and northbound Pembina Highway over the La Salle River bridges (B224). The roadway work shall consist of repair and renewal of roadway slabs, sidewalk, curb, and median slabs, adjustment of existing pavement appurtenances and asphalt paving north of the bridges. The work shall be completed on the southbound B224 during the 2024 construction season and the work for the northbound B224 shall be completed during the 2025 construction season. Official bid documents must be obtained from www.merx.com and bid submissions must be done through the Merx platform. The Work under this Specification shall include but not be limited to: (i) the submission of a Safe Work Plan, Site Accessibility Plan, Detailed Work Schedule, Site Layout Plan; and (ii) mobilizing and demobilizing on site work facilities; and (iii) installing, maintaining, and removing any access roadway. The Work under this Specification shall be completed in accordance with the Manual of Temporary Traffic Control on City Streets (MTTC) and shall include but not be limited to: (i) Implementation of all necessary traffic and pedestrian control measures as specified herein, on the Drawings, and generally as required to complete the Work. (ii) Coordination with and receipt of approvals from relevant City of Winnipeg Departments as required prior to implementation of any pedestrian and traffic control measures. The Work under this Specification shall generally include the following items, to the limits as shown on the Drawings or as otherwise directed by the Contract Administrator. (i) Concrete removal to depths as shown on the Drawings at the approach slabs at both the north and south ends of the bridges; (ii) Concrete removal to a minimum depth as shown on the Drawings at the location of the proposed bridge deck concrete headers and blockout adjacent the bridge deck expansion joints; (iii) Concrete removal to a depth as indicated on the Drawings for subsequent construction of shear keys as shown on the Drawings; (iv) Concrete removals as shown on the Drawings necessary for required delamination and concrete deterioration repairs on the deck, approach slabs, barriers; and sidewalk/AT paths; and (v) Concrete removal that requires removal of deteriorated reinforcing shall be reviewed and approved by the Contract Administrator. (a) Supplying and placing concrete topping for approach slabs; (b) Supplying and placing concrete for headers, shear keys, and blockouts; (c) Supplying and placing concrete for type 1A and 1B barrier repairs; (d) Supplying and placing concrete for type 2 barrier repairs; (e) Supplying and placing concrete for type 3 barrier repairs; (f) Supplying and placing concrete for typical delamination repairs.