729-2024 - 2025 Regional Street Renewals- WB Inkster Blvd from Lansdowne Av to Aikens St

D3.SCOPE OF WORK
D3.1 The Work to be done under the Contract shall consist of:
(a) Pavement Rehabilitation
(i) Westbound Inkster Boulevard from Aikens Street to Salter Street;
(ii) Westbound Inkster Boulevard from Andrews Street to McGregor Street;
(iii) Westbound Inkster Boulevard from McGregor Street to Parr Street;
(iv) Westbound Inkster Boulevard from CPKC tracks to Sinclair Street;
(v) Westbound Inkster Boulevard from Sinclair Street to Airlies Street; and-
(vi) Westbound Inkster Boulevard from McPhillips Street to Lansdowne Avenue.
(b) Mill and Fill
(i) Westbound Inkster Boulevard from Parr Street to Arlington Street; and
(ii) Westbound Inkster Boulevard from Arlington Street to CPKC tracks.
(c) Concrete Reconstruction
(i) Westbound Inkster Boulevard from Wiginton Street to McPhillips Street.

D3.2 The major components of the Work are as follows:
(a) Concrete Pavement Rehabilitation
(i) Planing existing asphalt overlay;
(ii) Full depth concrete repairs of existing joints and slabs;
(iii) Renewal of existing curbs;
(iv) Construction of monolithic concrete splash strip;
(v) Installation of new catch basins and leads;
(vi) Adjustment of existing catch basins, manholes, and appurtenances;
(vii) Placement of asphalt overlay (Type MS1, average thickness 90 mm);
(viii) Renewal sidewalk; and
(ix) Topsoil and sod.
(b) Mill and Fill
(i) Planing existing asphalt overlay;
(ii) Full depth concrete repairs of existing joints and slabs;
(iii) Renewal of existing curbs;
(iv) Construction of monolithic concrete splash strip;
(v) Adjustment of existing catch basins, manholes, and appurtenances;
(vi) Placement of asphalt overlay (Type MS1, average thickness 65 mm);
(vii) Renewal of existing sidewalks; and
(viii) Topsoil and Sod
(c) Concrete Reconstruction
(i) Removal of Existing Pavement;
(ii) Excavation;
(iii) Installation of catch basins and leads;
(iv) Watermain Service Insulation;
(v) Compaction of sub-grade;
(vi) Installation of subdrains;
(vii) Placement of separation/ filtration geotextile fabric and Class A geogrid;
(viii) Placement of sub-base and base course (Granular A) materials;
(ix) Adjustment of existing manholes and appurtenances;
(x) Construct integral concrete barrier curb (180 mm height) and modified barrier curb;
(xi) Construction of 250 mm Plain Dowelled (31.8 mm dowels) by slip form paving (lane at-a-time) and 200 mm Reinforced Concrete Pavements;
(xii) Construction of separate splash strip;
(xiii)Renewal of existing sidewalks; and
(xiv) Topsoil and Sod.