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) Concrete Pavement Reconstruction
(i) University Crescent Northbound from Thatcher Drive to Pembina Highway
(b) Pavement Rehabilitation
(i) University Crescent Southbound from Thatcher Drive to Pembina Highway
(c) Traffic Signal Conduit and Base Installation and Associated Works
(i) University Crescent Pedestrian Corridor at Thatcher Drive
(ii) University Crescent Pedestrian Corridor at Wedgewood Drive
(iii) University Crescent and Pembina Highway Intersection
(d) Water and Waste Work
(i) University Crescent from Thatcher Drive to Pembina Highway
Part 2 – Manitoba Hydro Funded Work
D3.3 Part 2 – Manitoba Hydro Funded Work shall consist of:
(a) Street Lighting Installation and Associated Works
(i) University Crescent Northbound from Thatcher Drive to Pembina Highway
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 late June 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) Concrete Pavement Reconstruction
(i) Construction of temporary detour pavement
(ii) Removal of existing trees
(iii) Removal of existing catch basins and abandonment of existing leads
(iv) Installation of catch basins and sewer service pipe
(v) Relocation of hydrants
(vi) Removal and salvage of existing overhead sign support structure and signs
(vii) Removal and salvage of existing aluminum balanced barrier
(viii) Installation of new overhead sign support structure
(ix) Installation of bus stop flag foundations
(x) Removal of existing asphalt and concrete pavement
(xi) Excavation
(xii) Installation of subdrains
(xiii) Compaction of existing subgrade
(xiv) Placement of separation/filtration geotextile fabric and geogrid
(xv) Placement of sub-base and base course materials
(xvi) Construction of 250 mm plain-dowelled concrete pavement (main line)
(xvii) Construction of 200 mm reinforced concrete pavement (approaches)
(xviii) Construction of 180 mm barrier curb
(xix) Construction of 180 mm modified barrier curb
(xx) Construction of concrete medians and safety median
(xxi) Construction of sidewalk
(xxii) Construction of 75 mm Type IA asphalt multi-use pathway and bicycle lanes
(xxiii) Adjustment of existing manholes, water valves and curb stops
(xxiv) Placement of Type IA asphalt for tie-ins and approaches
(xxv) Boulevard grading
(xxvi) Sodding
(b) Pavement Rehabilitation
(i) Construction of temporary detour pavement
(ii) Planing of existing asphalt overlay
(iii) Full depth concrete repairs of existing slabs and joints (200 mm reinforced concrete pavement)
(iv) Removal of existing catch basins and abandonment of existing leads
(v) Installation of catch basins and sewer service pipe
(vi) Adjustment of manholes, water valves and curb stops
(vii) Removal of existing barrier curb
(viii) Construction of barrier curb
(ix) Removal of existing monolithic curb and sidewalk
(x) Construction of monolithic curb and sidewalk with paving stone indicator surfaces
(xi) Placement of Type IA asphalt overlay (average thickness – 80 mm)
(xii) Placement of pavement repair fabric on main lanes at various locations
(xiii) Placement of Type IA asphalt for tie-ins and approaches
(xiv) Boulevard grading
(xv) Sodding
(c) Traffic Signal Conduit and Base Installation and Associated Works
(i) Installation of conduit
(ii) Installation of concrete bases
(iii) Installation of service boxes
(iv) Removal of concrete bases
(v) Removal of service boxes
(vi) Cutovers
(d) Water and Waste Work
(i) Replacement of manhole risers
(ii) Insulation of water mains/services under northbound roadway
(e) Street Lighting Installation and Associated Works
(i) Installation and removal of temporary overhead spans
(ii) Removal of existing street light poles and bases
(iii) Installation of new pre-cast concrete bases including luminaires and appurtenances along the east property line of University Crescent from Thatcher Drive to Pembina Highway
(iv) Installation of new street lighting cables in conduit (trenching and boring) and street light poles, including cable termination
(v) Installation of ground rods.
