Reference number:
20016932 Deadline for receipt of complaints
2024-09-23 Electronic tender submission accepted
Yes, via SEAO, with a document Expected contract duration without options (in months)
40 The project proposed by McGill University for the New Vic on the site of the Royal Victoria Hospital [RVH] requires the partial deconstruction of pavilion A, i.e. its extension to the north, the demolition of pavilions M, S and T, the restoration and reuse of the heritage portions of pavilions A, E and L, and the construction of a new pavilion N in place of the demolished pavilions, in addition to the new spaces planned under the main courtyard in front of the old hospital. 1. Earth and rock support
- Verification of pile drilling work by a qualified technician. Verification of drilling depths, length after levelling and displacements and deviations (horizontal and vertical). 2. Excavation bottom
- Verification of soils, rock and infrastructure (clean slab) by a senior engineer/technician to confirm that exposed soils comply with technical specifications and are ready to receive foundation work or granular backfill. 3. Excavation and summary environmental characterization of soils
- Sampling and verification of contaminated soils
- Chemical analysis of soil samples 4. Earthworks and backfill compactness
- Engineer verification of compliance of proposed backfill materials with technical specifications, including backfill (and accessories) for drainage and geothermal works.
- Laboratory analysis of granulometric tests, modified proctor tests, certification of aggregate conformity;
- On-site verification of backfill materials, backfill work and material compactness;
- Verification of sub-slab drainage work and mechanical trenches;
- Verification of final granular foundation and installation of materials (insulation and vapour barrier) in preparation for concreting of slabs on grade. 5. Concrete work
- Check physical and chemical properties of materials;
- Verification of proposed cement concrete mixing formulas;
- Verification of accessories and materials incorporated into concrete
- Check equipment, methods and cleanliness of reinforcement and formwork;
- Checking and measuring concrete's physical properties and sampling concrete cylinders on site (3 cylinders per 50m3 of concrete max. and/or each type of concrete per day)
- Control of concrete protection;
- Concrete compression and pull-out tests;
- Concrete finishing, product and work verification;
- Adhesion compliance of concrete screeds bonded to structural slabs. 6. Masonry work
- Verification of mixing formulas for proposed mortars;
- Laboratory testing of samples;
- Control and sampling of mortar by specimens (6 per 150m2 of mortar)
- Compression testing of mortar specimens 7. Structural steel work
- Bolting verification
- Verification of welds
- Verification of verticality/horizontality of beams and columns
- Verification of bridging fasteners
- Verification of steel structure anchoring in concrete and certification report 8. Membrane and waterproofing
- Material analysis and compatibility;
- Ongoing verification of membrane and foundation waterproofing work;
- Ongoing verification of roof and parapet membrane work;
- Verification of above-ground membranes such as those in the front yard and all other elements. Start of major concreting works January 2026 End of Contract 2028
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