D3. SCOPE OF WORK
D3.1 The Work to be done under the Contract shall consist of two (2) parts:
(a) Part 1 – City Funded Work; and
(b) Part 2 – Manitoba Hydro Funded Work.
Part 1 – City Funded Work
D3.2 Part 1 – City Funded Work shall consist of:
Phase 1
D3.2.1 Jubilee Avenue (2022):
(a) Pavement Reconstruction:
(i) Jubilee Avenue from Cockburn Street South to Osborne Street.
D3.2.2 Pembina Highway (2022):
(a) Pavement Rehabilitation and Transit Stop Improvements:
(i) Pembina Highway Southbound from Chevrier Boulevard to McGillivray Boulevard.
(b) Pavement Widening:
(i) Pembina Highway Southbound from Chevrier Boulevard to McGillivray Boulevard.
Phase 2
D3.2.3 Jubilee Avenue (2023):
(a) Pavement Reconstruction:
(i) Jubilee Avenue from Pembina Highway to Cockburn Street South.
(b) Churchill Drive Pump Station – Structural Works:
(i) 905 Cockburn Street South. D3.2.4 Pembina Highway (2023):
(a) Pavement Rehabilitation and Transit Stop Improvements:
(i) Pembina Highway Northbound from Chevrier Boulevard to McGillivray Boulevard.
(b) Pavement Widening:
(i) Pembina Highway Northbound from Chevrier Boulevard to McGillivray Boulevard.
Part 2 – Manitoba Hydro Funded Work
D3.3 Part 2 – Manitoba Hydro Funded Work shall consist of:
D3.3.1 Jubilee Avenue:
(a) Street Lighting and Associated Works:
(i) Jubilee Avenue from Pembina Highway to Osborne Street.
D3.3.2 Pembina Highway:
(a) Street Lighting and Associated Works:
(i) Pembina Highway from Chevrier Boulevard to McGillivray Boulevard.
D3.4 The City currently has no approved funding in the Capital Budget for Part 2 of the
Work, but is anticipating receiving notification about funding from Manitoba Hydro by February
2022. Part 2 of the Work is contingent upon Manitoba Hydro approving sufficient funding.
D3.4.1 Further to C7.1, if notice of sufficient funding is not received, the City shall
have the right to eliminate all or any portion of Part 2, and the Contract Price will be reduced
accordingly.
D3.4.2 Further to C7.5, C7.5.1, and C7.6, a reduction in the Contract Price pursuant to
D3.4.1 shall not be considered in calculating the aggregate reduction in the Contract Price for
purposes of C7.5.
D3.4.3 If all or any portion of Part 2 is eliminated pursuant to D3.4.1, the time
periods stipulated in D21 for Substantial Performance of the Work and in D22 for Total Performance of the Work will be reduced proportionally by the Contract Administrator acting reasonably.
D3.5 The major components of the Work are as follows:
(a) Pavement Reconstruction:
(i) removal of existing pavement;
(ii) removal of existing streetcar tracks and bedding;
(iii) construction of temporary asphalt widening and crossovers;
(iv) excavation;
(v) installation of subdrains;
(vi) installation of streetlights and associated infrastructure;
(vii) installation of Traffic Signal underground conduit, bases, and pits;
(viii) compaction of existing sub-grade;
(ix) installation of catch basins and sewer service pipe;
(x) installation of water service insulation;
(xi) relocation and/or adjustments of fire hydrants;
(xii) repairs to existing mainline sewers and manholes;
(xiii) placement of high-woven geotextile;
(xiv) placement of sub-base and base course Materials;
(xv) adjustment of existing pavement appurtenances;
(xvi) construction of two hundred thirty (230) millimetres (mm) plain dowelled concrete
pavements;
(xvii) construction of one hundred eighty (180) mm integral barrier curb;
(xviii) construction of concrete medians/islands;
(xix) construction of splash strip;
(xx) construction of sidewalks with block-outs;
(xxi) installation of paving stones;
(xxii) construction of asphalt pathways;
(xxiii) renewal of existing sidewalk;
(xxiv) regrading private walkways;
(xxv) completion of boulevard grading; and
(xxvi) installation of topsoil and sod.
(b) Churchill Drive Pump Station – Structural Works:
(i) demolition and disposal of the existing concrete steps and associated foundation in front
of northeast Churchill Pump Station entrance;
(ii) structural excavation;
(iii) prepare and compact subgrade;
(iv) place and compact base course;
(v) construct staircase concrete foundation and place anchor bolts and sets;
(vi) reconstruct steel steps as per the new staircase drawings; and
(vii) supply and install aluminum handrail.
(c) Pavement Rehabilitation:
(i) planing of existing asphalt overlay as required;
(ii) catch basin and catch basin lead repairs;
(iii) repairs to existing mainline sewers and manholes;
(iv) installation of streetlights and associated infrastructure;
(v) installation of Traffic Signal underground conduit, bases, and pits;
(vi) adjustment of existing pavement appurtenances;
(vii) full depth (two hundred (200) mm reinforced) concrete repairs of existing slabs and
joints;
(viii) renewal of curbs, curb ramps, bullnoses, and miscellaneous concrete slabs as required;
(ix) construction of one hundred (100) mm sidewalk;
(x) construction of protected bike lane and transit stop improvements;
(xi) installation of directional bar tiles;
(xii) installation of interlocking paving stones;
(xiii) completion of boulevard grading;
(xiv) installation of topsoil and sod;
(xv) asphalt patching over full depth concrete repairs;
(xvi) placement of mainline asphalt overlay (average thickness eighty (80) mm) utilizing
automatic grade control for final lift; and
(xvii) placement of tie-in asphalt overlay for project limits and private approaches.
(d) Pavement Widening:
(i) removal of existing curb;
(ii) tree Removal;
(iii) excavation of boulevard;
(iv) compaction of existing subgrade;
(v) placement of separation/filtration geotextile fabric;
(vi) placement and compaction of sub-base and base course material;
(vii) adjustment of existing boulevard and center median structures;
(viii) installation of catch pits/catch basin and drainage connection/sewer service pipes;
(ix) renewal of existing concrete approaches as required;
(x) construction of two hundred (200) mm concrete pavement (reinforced);
(xi) construction of monolithic concrete splash strip utilizing slip form paver(one hundred
fifty (150) mm reveal height);
(xii) construction of barrier curb;
(xiii) construction of safety median, monolithic concrete median slab and monolithic concrete
bullnose;
(xiv) placement of pavement repair fabric over longitudinal joint as required; and
(xv) placement of mainline asphalt overlay (average thickness eighty (80) mm) utilizing
automatic grade control for final lift.
