2020-2021 Outfall Program - Contract 2

• construction

Source: Socrata · indexed 6 hours ago

D4.&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; SCOPE OF WORK<br /><br />D4.1&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; The Work to be done under the Contract shall consist of:<br />Renewal and Rehabilitation Sites<br />(a)&nbsp;&nbsp; Kingston Row &amp; Dunkirk Drive Outfall (S-MA50017492)<br />(i)&nbsp;&nbsp;&nbsp;&nbsp; Removal and replacement of (+/-) 25.0 m of existing 600 mm diameter CMP with (+/-) 25.0 m<br />of 600 mm diameter CMP (2.8mm) c/w polymer coating<br />(ii)&nbsp;&nbsp;&nbsp;&nbsp; Construction of a new reinforced concrete collar<br />(iii)&nbsp;&nbsp;&nbsp;&nbsp; Chamber manhole cleaning (as required)<br />(iv)&nbsp;&nbsp;&nbsp;&nbsp; Installation of 600 mm diameter debris grate<br />(v)&nbsp;&nbsp;&nbsp;&nbsp; Installation of rockfill riprap<br />(vi)&nbsp;&nbsp;&nbsp;&nbsp; Site Restoration<br />(b)&nbsp;&nbsp; 143 Kingston Row Outfall (S-MA50014591)<br />(i)&nbsp;&nbsp;&nbsp;&nbsp; Removal of (+/-) 17.2 m of existing 800 mm diameter CMP and installation of (+/-)<br />17.2 m of 900 mm diameter CMP (2.8mm) c/w polymer coating<br />(ii)&nbsp;&nbsp;&nbsp;&nbsp; Sewer cleaning (as required)<br />(iii)&nbsp;&nbsp;&nbsp;&nbsp; Construction of a new reinforced concrete collar<br />(iv)&nbsp;&nbsp;&nbsp;&nbsp; Installation of 900 mm diameter debris grate<br />(v)&nbsp;&nbsp;&nbsp;&nbsp; Installation of rockfill riprap<br />(vi)&nbsp;&nbsp;&nbsp;&nbsp; Site Restoration<br />(c)&nbsp;&nbsp;&nbsp; 691 Tache Avenue Outfall (S-MA70047759)<br /><br />(i)&nbsp;&nbsp;&nbsp;&nbsp; Installation of two (2) 1050 mm diameter internal slip joints (custom fit to pipe)<br />(ii)&nbsp;&nbsp;&nbsp;&nbsp; Sewer cleaning (as required)<br />(iii)&nbsp;&nbsp;&nbsp;&nbsp; Removal of existing pipe internal bracing<br />(iv)&nbsp;&nbsp;&nbsp;&nbsp; Removal and re-installation of existing debris grate (as required)<br />(v)&nbsp;&nbsp;&nbsp;&nbsp; Site Restoration<br />(d)&nbsp;&nbsp; 50 Eastwood Drive Outfall (S-MA40000014)<br />(i)&nbsp;&nbsp;&nbsp;&nbsp; Removal and replacement of (+/-) 4.0 m of existing 525 mm diameter CMP with (+/-)<br />4.0 m of 525 mm diameter CMP (2.0mm) c/w polymer coating<br />(ii)&nbsp;&nbsp;&nbsp;&nbsp; Installation of 13.9 m &ndash; 450 OD HDPE DR17 Liner Pipe<br />(iii)&nbsp;&nbsp;&nbsp;&nbsp; Sewer cleaning (as required)<br />(iv)&nbsp;&nbsp;&nbsp;&nbsp; Construction of two (2) new reinforced concrete collars<br />(v)&nbsp;&nbsp;&nbsp;&nbsp; Removal and re-installation of existing debris grate<br />(vi)&nbsp;&nbsp;&nbsp;&nbsp; Removal and replacement of installation of rockfill riprap<br />(vii)&nbsp;&nbsp;&nbsp;&nbsp; Site restoration<br />(e)&nbsp;&nbsp; Assiniboine Crescent/Windham Road Outfall (S-MA20005071)<br />(i)&nbsp;&nbsp;&nbsp;&nbsp; Removal of (+/-) 12.8 m existing 750 mm diameter CMP and (+/-) 13.7 m of existing 750 mm<br />diameter concrete outfall and installation of (+/-) 26.5 m of 900 mm diameter (2.8mm) c/w polymer<br />coating<br />(ii)&nbsp;&nbsp;&nbsp;&nbsp; Construction of a new reinforced concrete collar<br />(iii)&nbsp;&nbsp;&nbsp;&nbsp; Installation of 900 mm diameter debris grate<br />(iv)&nbsp;&nbsp;&nbsp;&nbsp; Installation of rockfill riprap<br />(v)&nbsp;&nbsp;&nbsp;&nbsp; Site Restoration<br />(f)&nbsp;&nbsp;&nbsp; 2782 Assiniboine Avenue Outfall (S-MA70073365)<br />(i)&nbsp;&nbsp;&nbsp;&nbsp; Removal and replacement of (+/-) 3.0 m of existing 750 mm diameter CMP with (+/-)<br />3.0 m of 750 mm diameter CMP (2.0mm) c/w polymer coating<br />(ii)&nbsp;&nbsp;&nbsp;&nbsp; Installation of (+/-) 18.6 m &ndash; 600 mm diameter fold and form PVC liner (min. 8.7mm thick)<br />(iii)&nbsp;&nbsp;&nbsp;&nbsp; Sewer cleaning (as required)<br />(iv)&nbsp;&nbsp;&nbsp;&nbsp; Internal polyurethane injection within 1200x900 mm diameter egg concrete sewer (as<br />directed by the Contract Administrator)<br />(v)&nbsp;&nbsp;&nbsp;&nbsp; Construction of a new reinforced concrete collar<br />(vi)&nbsp;&nbsp;&nbsp;&nbsp; Removal and replacement of rockfill riprap<br />(vii)&nbsp;&nbsp;&nbsp;&nbsp; Removal and re-installation of existing debris grate<br />(viii)&nbsp;&nbsp;&nbsp;&nbsp; Site Restoration<br />(g)&nbsp;&nbsp; 3145 Ness Avenue Outfalls (S-MA20000077 and S-MA20000072)<br />(i)&nbsp;&nbsp;&nbsp;&nbsp; Removal of (+/-) 2.0 m of existing 1050 mm diameter concrete and (+/-) 12.9 m of existing<br />1050 mm diameter CMP and installation of (+/-) 14.9 m of 1200 mm diameter CMP (2.8mm) c/w polymer coating<br />(ii)&nbsp;&nbsp;&nbsp;&nbsp; Removal of (+/-) 12.0 m of existing 600 mm diameter CMP and installation of (+/-)<br />12.0 m of 600 mm diameter CMP (2.0mm) c/w polymer coating<br />(iii)&nbsp;&nbsp;&nbsp;&nbsp; Construction of two (2) new reinforced concrete collars<br />(iv)&nbsp;&nbsp;&nbsp;&nbsp; Installation of 600 mm diameter debris grate<br />(v)&nbsp;&nbsp;&nbsp;&nbsp; Installation of rockfill riprap<br />(vi)&nbsp;&nbsp;&nbsp;&nbsp; Site Restoration<br />(h)&nbsp;&nbsp; 937 Wellington Crescent Outfall (S-MA60007249)<br />(i)&nbsp;&nbsp;&nbsp;&nbsp; Installation of four (4) internal pipe sleeves within 750 mm diameter concrete outfall<br />(ii)&nbsp;&nbsp;&nbsp;&nbsp; Sewer cleaning (as required)<br />(iii)&nbsp;&nbsp;&nbsp;&nbsp; Installation of 750 mm diameter debris grate<br /><br />(iv)&nbsp;&nbsp;&nbsp;&nbsp; Installation of rockfill riprap<br />(v)&nbsp;&nbsp;&nbsp;&nbsp; Site Restoration<br /><br />Cleaning Sites<br />(i)&nbsp;&nbsp;&nbsp;&nbsp; 300 Dunkirk Drive Outfall (S-MA50011492)<br />(i)&nbsp;&nbsp;&nbsp;&nbsp; Standard sewer cleaning and CCTV inspection of outfall<br />(ii)&nbsp;&nbsp;&nbsp;&nbsp; Installation of 1350 mm debris grate<br />(iii)&nbsp;&nbsp;&nbsp;&nbsp; Site Restoration<br />(j)&nbsp;&nbsp;&nbsp;&nbsp; Sturgeon Road Outfall (S-MA20003873)<br />(i)&nbsp;&nbsp;&nbsp;&nbsp; Standard sewer cleaning and CCTV inspection of outfall<br />(ii)&nbsp;&nbsp;&nbsp;&nbsp; Site Restoration<br />(k)&nbsp;&nbsp;&nbsp; 242 Metcalfe Avenue Outfall (S-MA70011115)<br />(i)&nbsp;&nbsp;&nbsp;&nbsp; HDD Outfall Cleaning<br />(ii)&nbsp;&nbsp;&nbsp;&nbsp; Additional standard sewer cleaning (as required) and CCTV inspection of outfall<br />(iii)&nbsp;&nbsp;&nbsp;&nbsp; Installation of 2100 mm diameter debris grate<br />(iv)&nbsp;&nbsp;&nbsp;&nbsp; Site Restoration<br />(l)&nbsp;&nbsp;&nbsp;&nbsp; 1 Hart Avenue Outfall (S-MA70043042)<br />(i)&nbsp;&nbsp;&nbsp;&nbsp; HDD Outfall Cleaning<br />(ii)&nbsp;&nbsp;&nbsp;&nbsp; Additional standard sewer cleaning (as required) and CCTV inspection of outfall<br />(iii)&nbsp;&nbsp;&nbsp;&nbsp; Removal and re-installation of existing debris grate<br />(iv)&nbsp;&nbsp;&nbsp;&nbsp; Site Restoration<br />(m)&nbsp; 108 Selkirk Avenue Outfall (S-MA70007427)<br />(i)&nbsp;&nbsp;&nbsp;&nbsp; HDD Outfall Cleaning<br />(ii)&nbsp;&nbsp;&nbsp;&nbsp; Additional standard sewer cleaning (as required) and CCTV inspection of outfall<br />(iii)&nbsp;&nbsp;&nbsp;&nbsp; Removal and re-installation of existing debris grate<br />(iv)&nbsp;&nbsp;&nbsp;&nbsp; Site Restoration<br />(n)&nbsp;&nbsp; Waterfront &amp; McDermot Avenue Outfall (S-MA70145080)<br />(i)&nbsp;&nbsp;&nbsp;&nbsp; HDD Outfall Cleaning<br />(ii)&nbsp;&nbsp;&nbsp;&nbsp; Additional standard sewer cleaning (as required) and CCTV inspection of outfall<br />(iii)&nbsp;&nbsp;&nbsp;&nbsp; Site Restoration<br />(o)&nbsp;&nbsp; Granite Way Outfall (S-MA20014505)<br />(i)&nbsp;&nbsp;&nbsp;&nbsp; HDD Outfall Cleaning<br />(ii)&nbsp;&nbsp;&nbsp;&nbsp; Additional standard sewer cleaning (as required) and CCTV inspection of outfall<br />(iii)&nbsp;&nbsp;&nbsp;&nbsp; Installation of 1800 mm diameter debris grate<br />(iv)&nbsp;&nbsp;&nbsp;&nbsp; Site Restoration<br />(p)&nbsp;&nbsp; 2464 Assiniboine Crescent Outfall (S-MA20005373)<br />(i)&nbsp;&nbsp;&nbsp;&nbsp; Installation of temporary sewer plug<br />(ii)&nbsp;&nbsp;&nbsp;&nbsp; Standard sewer cleaning and CCTV inspection of outfall<br />(iii)&nbsp;&nbsp;&nbsp;&nbsp; Removal and re-installation of existing debris grate<br />(iv)&nbsp;&nbsp;&nbsp;&nbsp; Site Restoration<br />(q)&nbsp;&nbsp; 745 Tache Avenue Outfall (S-MA70017688)<br />(i)&nbsp;&nbsp;&nbsp;&nbsp; Standard sewer cleaning and CCTV inspection of outfall<br />(ii)&nbsp;&nbsp;&nbsp;&nbsp; Site Restoration<br />(r)&nbsp;&nbsp;&nbsp; 3087 Vialoux Drive Outfall (S-MA60003875)<br />(i)&nbsp;&nbsp;&nbsp;&nbsp; Standard sewer cleaning and CCTV inspection of outfall<br />(ii)&nbsp;&nbsp;&nbsp;&nbsp; Site Restoration<br />Erosion Control Sites<br />(s)&nbsp;&nbsp;&nbsp; 300 Bredin Drive Outfall (S-MA40005212)<br />(i)&nbsp;&nbsp;&nbsp;&nbsp; Removal of (+/-) 9.7 m of existing 900 mm diameter CMP<br />(ii)&nbsp;&nbsp;&nbsp;&nbsp; HDD Outfall Cleaning<br />(iii)&nbsp;&nbsp;&nbsp;&nbsp; Additional standard sewer cleaning (as required) and CCTV inspection of outfall<br />(iv)&nbsp;&nbsp;&nbsp;&nbsp; Installation of rockfill riprap<br />(v)&nbsp;&nbsp;&nbsp;&nbsp; Installation of 900 mm diameter debris grate<br />(vi)&nbsp;&nbsp;&nbsp;&nbsp; Site Restoration<br />(t)&nbsp;&nbsp;&nbsp; 521 St. John Ambulance Way Outfall (S-MA20011467)<br />(i)&nbsp;&nbsp;&nbsp;&nbsp; Riverbank regrading<br />(ii)&nbsp;&nbsp;&nbsp;&nbsp; Installation of rockfill riprap<br />(iii)&nbsp;&nbsp;&nbsp;&nbsp; Site Restoration<br />(u)&nbsp;&nbsp; 63 Barker Boulevard Outfall (S-MA70007410)<br />(i)&nbsp;&nbsp;&nbsp;&nbsp; Installation of rockfill riprap<br />(ii)&nbsp;&nbsp;&nbsp;&nbsp; Installation of 1800 mm diameter debris grate<br />(iii)&nbsp;&nbsp;&nbsp;&nbsp; Site Restoration<br />D4.2&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; The following shall apply to the Work:<br />(a)&nbsp;&nbsp; City of Winnipeg Green Building Policy: New City-Owned Buildings and major additions;<br /><a href="http://clkapps.winnipeg.ca/DMIS/DocExt/ViewDoc.asp?DocumentTypeId=2&amp;DocId=5989">http://clkapps.winnipeg.ca/DMIS/DocExt/ViewDoc.asp?DocumentTypeId=2&amp;DocId=5989</a><br />(b)&nbsp;&nbsp; Universal Design Policy<br /><a href="http://clkapps.winnipeg.ca/DMIS/DocExt/ViewDoc.asp?DocumentTypeId=2&amp;DocId=3604">http://clkapps.winnipeg.ca/DMIS/DocExt/ViewDoc.asp?DocumentTypeId=2&amp;DocId=3604</a><br /><br /><br /><br />&nbsp;

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