D3. SCOPE OF WORK
D3.1 The Work to be done under the Contract shall consist of:
(a) Concrete Pavement Preservation
(i) North Bound Kenaston Boulevard – McGillvray Boulevard to South Property Limit of Railway
(ii) West Bound Stradbrook Avenue – Harkness Avenue to Queen Elizabeth Way
(iii) Logan Avenue – Blake Street to West Property Limit of Railway (Diamond Grinding only at
this location)
(iv) East Bound Chief Peguis Trail – Main Street to Henderson Highway Excluding Bridge (No
Diamond Grinding at this location)
(v) East Bound Portage Avenue – 50 m east of Lake Street to 2510 Portage Avenue
(vi) North Bound Moray Street – William Clement Bridge to Portage Avenue
(b) Asphalt Mill and Fill
(i) North Bound St. Anne’s Road – 90 m South of Nova Vista Drive to 220 m North of Meadowood
Drive
(c) Asphalt Overlay
(i) South Bound Kenaston Boulevard – McGillvray Boulevard to Scurfield Boulevard
(ii) North Bound Donald Street – 50 m East of Osborne Street to 25 m south of Wardlaw Avenue
(iii) South Bound Donald Street – 175 m East of Osborne Street to 75m south of Wardlaw Avenue
D3.2 The major components of the Work are as follows:
(a) Concrete Pavement Preservation
(i) Renewal of existing concrete joints through partial depth joint repair methods;
(ii) Renewal of existing concrete slabs and joints with full depth concrete repairs;
(iii) Renewal of existing sidewalk, curbs, splash strip and median slab as required;
(iv) Adjustment of existing catch basins, manholes and appurtenances as required;
(v) Diamond Grinding (NB Kenaston Boulevard, WB Stradbrook Avenue, EB/WB Logan Avenue, EB
Portage Avenue, and NB Moray Street);
(vi) Joint sealing and crack routing and sealing at all joints and cracks within diamond
grinded surface areas (incidental to Diamond Grinding);
(vii) Joint sealing all repaired joints and crack routing and sealing as required (pay items);
and
(viii) Boulevard restoration as required.
(b) Asphalt Mill and Fill
(i) Asphalt pavement milling (average thickness 50 mm);
(ii) Renewal of existing curbs, splash strip and median slab as required;
(iii) Partial sidewalk renewals;
(iv) Asphalt pavement patching;
(v) Placement of asphalt overlay (average thickness 50 mm);
(vi) Reflective crack sealing; and
(vii) Boulevard restoration as required.
(c) Asphalt Overlay
(i) Partial depth asphalt patching of existing concrete joints;
(ii) Renewal of existing concrete slabs and joints with full depth concrete repairs;
(iii) Concrete pavement milling at construction limit tie-ins;
(iv) Adjustment of existing catch basins, manholes and appurtenances as required;
(v) Renewal of existing sidewalk, curbs, splash strip and median slab as required;
(vi) Placement of asphalt overlay (Average thickness 80 mm);
(vii) Reflective crack sealing; and
(viii) Boulevard restoration as required.
D3.3 The funds available for this Contract are $2,383,000.00.
