65-2025 - Cement Stabilization of Gravel Surface Back Lanes

D2. SCOPE OF WORK
D2.1 The Work to be done under the Contract shall consist of:
(a) Pulvimixing and cement stabilization of gravel surface back lanes (See APPENDIX A for maps of locations noted below).
(i) Location 1
St David Rd from Hull Ave to Fermor Ave - East Side of
St David Rd
(ii) Location 2
Fernwood Ave from St David Rd to St George Rd - South Side of Fernwood Ave
(iii) Location 3
Thorndale Ave from St Mary’s Rd to St David Rd - South Side of Thorndale Ave (Include East Side of St Mary’s Rd from Frederick Ave to Thorndale Ave)
(iv) Location 4
Havelock Ave from St Mary’s Rd to Neepawa St - South Side of Havelock Ave (Include East Side of St Mary’s Rd from Portland Ave to Havelock Ave)
(v) Location 5
St Vital Rd from St Vital Rd to Tod Dr - North Side of St Vital Rd
(vi) Location 6
Kingston Row from Edinburgh St to Killarney St - South Side of Kingston Row
(vii) Location 7
Kingston Cr from Riverdale Ave to East Limit - South Side of Kingston Cr
(viii) Location 8
Kingston Cr from West Limit to Riverdale Ave - South Side of Kingston Cr
(ix) Location 9
Eldridge Ave from West Limit to Laxdal Rd - North Side of Eldridge Ave
(b) Daylighting and sampling of alternate locations to replace any above locations deemed unsuitable for cement stabilization due to in-situ material or utilities (See APPENDIX B for maps of locations noted below).
(i) Alternate 1 Larche Cr from Larche Cr to Larche Cr - East Side of Larche Cr
(ii) Alternate 2 Regent Ave from Roanoke St to Leola St - North Side of Regent Ave
(iii) Alternate 3 Stranmillis Ave from Des Meurons St to Eggerton Rd - South Side of Stranmillis St (Include West Side of Eggerton Rd from Stranmillis Ave to Imperial Ave)
D2.2 The major components of the Work are as follows:
(a) Provide a mix design for each type of soil;
(b) Submit and attain underground clearances;
(c) Daylighting of the location and depths of utilities;
(d) Traffic control;
(e) Garbage and recycling collection;
(f) Blending of Portland and Duraflex cementitious materials;
(g) Pulverise the top three hundred (300)mm of the gravel surface;
(h) Apply blended cement to pulverized gravel surface;
(i) Mix cement, soil and water and compact to a dense surface;
(j) Final profile of gravel surface must meet detailed drawing grades or as determined by the Contract Administrator; and
(k) The Contractor is responsible for the removal or placement of material to achieve proposed design profile.