Full Title: 2022 Local and Industrial Street and Alley Renewal Program - Waterford Av, Gerard St, Oakenwald Av and Various Locations
D3. SCOPE OF WORK
D3.1 The Work to be done under the Contract shall consist of two parts:
(a) Part 1 – City Funded Work
(b) Part 2 – Manitoba Hydro Funded Work.
Part 1 – City Funded Work
D3.2 Part 1 – City Funded Work shall consist of:
(a) Asphalt Pavement Reconstruction
(i) Waterford Av - Pembina Hw/Lyon St
(b) Pavement Rehabilitation
(i) Gerard St - River Av/End
(ii) Oakenwald Av - Wicklow St/Point Rd
(iii) Roslyn Rd - Osborne St/Roslyn Cr
(iv) Wardlaw Av - Scott St/Donald St
(v) Wardlaw Av - Scott St/Osborne St
(c) Alley Renewal
(i) Jarvis Av/Dufferin Av Alley bounded by Jarvis Av/Dufferin Av/Powers St/Salter St.
Part 2 – Manitoba Hydro Funded Work
D3.3 Part 2 – Manitoba Hydro Funded Work shall consist of:
(a) Street Lighting and Associated Works
(i) Waterford Av - Pembina Hw/Lyon St
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 the Manitoba Hydro by the Award
Date. 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 D20 for Substantial Performance of the Work and in D21 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) Asphalt Pavement Reconstruction:
(i) Pavement Removal;
(ii) Excavation;
(iii) Placement of suitable site sub base material as required;
(iv) Placement of geotextile fabric;
(v) Placement of geogrid;
(vi) Insulation of water services;
(vii) Subgrade compaction;
(viii) Placement of sub-base and base course material;
(ix) Installation of Catch Basin and connecting pipes;
(x) Installation of subdrains;
(xi) Construction of barrier curb for asphalt pavements – utilizing slip form paving equipment
for Waterford Avenue;
(xii) Construction of modified barrier for asphalt pavements;
(xiii) Construction of lip curb for asphalt pavements;
(xiv) Construction of ramp curb for asphalt pavements;
(xv) Placement and compaction of 50mm sub-base material as backfill behind barrier curb for
asphalt pavement within excavated area;
(xvi) Placement and compaction of suitable site material as backfill behind barrier curb for
asphalt pavement within excavated area;
(xvii) Installation of 150mm reinforced approach;
(xviii) Sidewalk renewal;
(xix) Installation of detectable warning surface tiles;
(xx) Adjustment of precast sidewalk blocks;
(xxi) Placement of asphalt pavement (Type III, 70mm thickness);
(xxii) Placement of asphalt pavement (Type 1A, 50mm thickness);
(xxiii) Adjustment of existing catch basins, manholes and appurtenances;
(xxiv) Boulevard restoration and sod;
(xxv) Street lighting improvement and associated works.
(b) Pavement Rehabilitation
(i) Planing of existing asphalt as required;
(ii) Renewal of existing sidewalk as required;
(iii) Construction of concrete sidewalk;
(iv) Installation of detectable warning surface tiles;
(v) Installation of catch basin/catch pits and connection pipe;
(vi) Abandon existing drainage inlets;
(vii) Installation of catch pits and drainage connection pipes;
(viii) Full-depth concrete repairs of existing joints and slabs;
(ix) Planing/ Removal / Renewal of existing barrier curb as required;
(x) Construction of modified barrier curb;
(xi) Adjustment of precast sidewalk blocks;
(xii) Adjustment of existing catch basins, manholes and appurtenances;
(xiii) Placement of pavement repair fabric as required;
(xiv) Placement of asphalt overlay;
(i) Gerard St - River Av/End (average thickness 75mm)
(ii) Oakenwald Av - Wicklow St/Point Rd (average thickness 90mm)
(iii) Roslyn Rd - Osborne St/Roslyn Cr (average thickness 75mm)
(iv) Wardlaw Av - Scott St/Donald St (average thickness 90mm)
(v) Wardlaw Av - Scott St/Osborne St (average thickness 90mm)
(xv) Boulevard restoration and sod.
(c) Alley Renewal
(i) Remove existing concrete pavement;
(ii) Installation of land drainage pipe, manholes, catch basins and catch pits where required;
(iii) Removal of any existing manholes, catch basins and catch pits;
(iv) Land drainage sewer excavations jetted, flooded and tamped;
(v) Televise new land drainage sewer pipe;
(vi) Excavation;
(vii) Compaction of sub-grade;
(viii) Placement of separation/reinforcement fabric;
(ix) Placement of geo-grid;
(x) Installation of subdrains;
(xi) Placement of sub-base granular B and base course granular B limestone materials;
(xii) Adjustments of existing watermain valves, manholes, catch basins, catch pit frame and
covers;
(xiii) Construction of asphalt pavement mainline (125mm thickness) or construction of concrete
pavement mainline (200mm);
(xiv) Construction of new concrete (reinforced) catch basin/manhole aprons and tees (150mm
thickness);
(xv) Construction of new mainline concrete (reinforced) approaches (150mm thickness);
(xvi) Construction of new concrete barrier curbs in the alley where required;
(xvii) Renewal of existing residential approaches;
(xviii) Renewal of miscellaneous concrete slabs, curbs and sidewalk;
(xix) Final restorations.
