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; and
(b) Part 2 – Provincially Funded Work.
Part 1 – City Funded Work
D3.2 Part 1 – City Funded Work shall consist of:
(a) Asphalt Reconstruction:
(i) Carruthers Avenue from Airlies Street to Sinclair Street; and
(ii) McAdam Avenue from Sinclair Street to Arlington Street;
(b) Pavement Rehabilitation:
(i) Dahlia Avenue from Sinclair Street to End;
(ii) Fortier Avenue from Summerfield Way to Pentland Street;
(iii) Summerfield Way from Gilmore Avenue to Gilmore Avenue;
(iv) Tranquility Cove from Gilmore Avenue to Summerfield Way; and
(v) Hood Avenue from Scarfe Street to Leahcrest Crescent;
(c) Neighbourhood Greenways:
(i) Kildonan Drive from Helmsdale Avenue to Northern Terminus; and
(ii) Larsen Avenue/Harbison Avenue West from Henderson Highway to Eastern Terminus.
Part 2 – Provincially Funded Work
D3.3 Part 2 – Provincially Funded Work shall consist of:
(a) Street Lighting and Associated Works:
(i) McAdam Avenue from Sinclair Street to Arlington Street.
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 Province of Manitoba by late May. Part 2 of the Work is contingent upon the Province 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.
The City of Winnipeg Supplemental Conditions
Tender No.181-2024 Page 2 of 24
Template Version: 2024 02 01- Const Road Works
D3.4.3 If all or any portion of Part 2 is eliminated pursuant to D3.4.1, the time periods stipulated in D24 for Substantial Performance of the Work and in D25 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) Part 1 – Asphalt Reconstruction:
(i) remove existing pavement;
(ii) excavation;
(iii) installation of subdrains;
(iv) compaction of existing subgrade;
(v) install watermain insultation as required;
(vi) installation of catch basins and connecting pipe;
(vii) placement of sub-base and base course materials;
(viii) construct one hundred eighty (180) millimetres (mm) curb for asphalt pavements utilizing slip-form paving equipment as required;
(ix) adjustment of existing drainage inlets, valves and manholes as required;
(x) renewal of existing sidewalk;
(xi) construction of one hundred (100) mm concrete sidewalk;
(xii) construction of one hundred fifty (150) mm reinforced concrete sidewalk;
(xiii) placement of asphalt pavement utilizing grade control equipment (average thickness of one hundred twenty (120) mm);
(xiv) reflective crack maintenance for new asphalt as required and along all new curb and gutter;
(xv) cleaning of all catch basins and catch pits in the project area; and
(xvi) boulevard grading and sodding;
(b) Part 1 – Pavement Rehabilitation:
(i) planing of existing asphalt overlay as required;
(ii) installation and repairs to catch basin and catch basin lead;
(iii) installation and repairs to existing manholes and sewers;
(iv) installation of streetlights and associated infrastructure;
(v) adjustment of existing pavement appurtenances;
(vi) full depth (one hundred fifty (150) mm reinforced) concrete repairs of existing slabs and joints;
(vii) construction of curbs, curb ramps, bullnoses and miscellaneous concrete slabs as required;
(viii) construction of one hundred (100) mm concrete sidewalk;
(ix) completion of boulevard grading;
(x) installation of topsoil and sod;
(xi) placement of mainline asphalt overlay (average thickness eighty (80) mm) utilizing automatic grade control for final lift;
(xii) pavement repair fabric reinforcement installation as required; and
(xiii) reflective crack maintenance for new asphalt as required;
(c) Part 1 – Neighbourhood Greenway:
(i) construction of speed humps.
