D2. SCOPE OF WORK
D2.1 The Work to be done under the Contract shall consist of the construction of clay dikes
along the Primary and Secondary Dikes within the City of Winnipeg and loading of clay borrow
material from the borrow site.
D2.2 Depending on site specific river levels, clay dike locations and sizes will be
determined by the Contract Administrator as required. The Contract Administrator reserves the
right to add or remove clay dike locations.
D2.3 The most current flood forecast is projecting an upper decile elevation of 20.1 feet
James. This elevation has an approximately 10% chance of occurring. Approximate quantities of
clay dike under this scenario are shown on Form B. As the flood forecast becomes more defined,
actual quantities will increase or decrease, or be cancelled as a result. The following shows clay
dike quantities:
(a) Scenario 20.1 feet James
(i) Turnbull Drive - 1900m3
(b) Scenario 21.1 feet James
(i) Turnbull Drive - 3000m3
(ii) 271-279 Bonner Avenue – 550m3
D2.4 Locations shown in Appendix B include:
(a) Turnbull Drive; and
(b) 271-279 Bonner Avenue.
D2.5 For any additional dike locations added, the Contract Administrator will provide the
Contractor(s) with approximate clay material required and location sketches.
D2.6 The major components of the Work for clay dike construction are as follows:
(a) transportation of clay dike material from the designated borrow area shown in Appendix A to
the site of the required clay dike as directed by the Contract Administrator;
(b) removal of any obstructions which interfere with construction of the clay dike, such as
fences, tree, brush, etc., as directed by the Contract Administrator;
(c) construction of clay dikes;
(d) removal of clay dikes; and
(e) rough grade the areas disturbed by the dike construction as directed by the Contract
Administrator.
D2.7 The major components of the Work for loading of clay borrow material are as follows:
(a) prepare loading area with 150mm limestone and filter fabric;
(b) maintain and clean any roads travelled on for the duration of the work;
(c) coordination and loading of trucks with clay material;
(d) removal of granular material and filter fabric;
(e) placement of the returned borrow material after the flood event as directed by the Contract
Administrator; and
(f) rough grade the areas disturbed by the loading of clay borrow material as directed by the
Contract Administrator.
