PROVIDING AND LAYING OF WATER SUPPLY, SEWERAGE SYSYEM, STORM WATER DRAIN and CONSTRUCTION OF ROAD ARJUN NAGAR (BLOCK 1) UNDER MCG AREA DIVISION 2 A

Interlocking Tiles Recovery

Providing house hold sewer connections complete in all respect (Analysis Attached)..

Making connection of Sewer line 900MM with existing Main Sewer line complete in all respect..

Brick work..

Providing 1 No. Household Connection Complete in all Respect..

MS grating cover 450 X 450 mm size..

Providing, lowering, laying, cutting, jointing and testing RCC pipe class NP-3 as per IS- 458-2003 with spigot and socketed joints manufactured with ISI marked sulphate resistance cement as per ISI 12330 with 3 mm thick HDPE Lining and manufactured through vertical viberated casting process with rubber rings ISI marked anti termite confirming to IS 5382 as required at site in to trenches for all depths and laying out the same to correct alignment gradients and levels including dressing and trimming and cutting of concrete beds and side of trenches, if required jointing with rubber rings in trenches and jointing with 1:3/2 cement sand mortar and with end dowels filled with 1:3/2 cement sand mortar and finishing the joints at an angle of 45 degree with faces of spigot of socket joints, cutting and finishing the cut surface to a uniform finish etc. as fully described in item No. 21.38, item 21.45, and item 21.46 including cartage loading and unloading complete in all respect, the internal diametre of the sewer being- Note : E/w to be measured and paid separately. 350mm

Providing, lowering, laying, cutting, jointing and testing RCC pipe class NP-3 as per IS- 458-2003 with spigot and socketed joints manufactured with ISI marked sulphate resistance cement as per ISI 12330 with 3 mm thick HDPE Lining and manufactured through vertical viberated casting process with rubber rings ISI marked anti termite confirming to IS 5382 as required at site in to trenches for all depths and laying out the same to correct alignment gradients and levels including dressing and trimming and cutting of concrete beds and side of trenches, if required jointing with rubber rings in trenches and jointing with 1:3/2 cement sand mortar and with end dowels filled with 1:3/2 cement sand mortar and finishing the joints at an angle of 45 degree with faces of spigot of socket joints, cutting and finishing the cut surface to a uniform finish etc. as fully described in item No. 21.38, item 21.45, and item 21.46 including cartage loading and unloading complete in all respect, the internal diametre of the sewer being- Note : E/w to be measured and paid separately 400mm

Providing, lowering, laying, cutting, jointing and testing RCC pipe class NP-3 as per IS- 458-2003 with spigot and socketed joints manufactured with ISI marked sulphate resistance cement as per ISI 12330 with 3 mm thick HDPE Lining and manufactured through vertical viberated casting process with rubber rings ISI marked anti termite confirming to IS 5382 as required at site in to trenches for all depths and laying out the same to correct alignment gradients and levels including dressing and trimming and cutting of concrete beds and side of trenches, if required jointing with rubber rings in trenches and jointing with 1:3/2 cement sand mortar and with end dowels filled with 1:3/2 cement sand mortar and finishing the joints at an angle of 45 degree with faces of spigot of socket joints, cutting and finishing the cut surface to a uniform finish etc. as fully described in item No. 21.38, item 21.45, and item 21.46 including cartage loading and unloading complete in all respect, the internal diametre of the sewer being- Note : E/w to be measured and paid separately 450mm

Providing, lowering, laying, cutting, jointing and testing RCC pipe class NP-3 as per IS- 458-2003 with spigot and socketed joints manufactured with ISI marked sulphate resistance cement as per ISI 12330 with 3 mm thick HDPE Lining and manufactured through vertical viberated casting process with rubber rings ISI marked anti termite confirming to IS 5382 as required at site in to trenches for all depths and laying out the same to correct alignment gradients and levels including dressing and trimming and cutting of concrete beds and side of trenches, if required jointing with rubber rings in trenches and jointing with 1:3/2 cement sand mortar and with end dowels filled with 1:3/2 cement sand mortar and finishing the joints at an angle of 45 degree with faces of spigot of socket joints, cutting and finishing the cut surface to a uniform finish etc. as fully described in item No. 21.38, item 21.45, and item 21.46 including cartage loading and unloading complete in all respect, the internal diametre of the sewer being- Note : E/w to be measured and paid separately. 600mm