Replacement of sewer Line of Various sizes At Different Places in Mayapur and Jwalapur under Haridwar s s Under CM Ghosna no 352

Barricading in two rows for Diversion of Traffic safety purpore, including fixing charges.

Dismentalling bitumen /CC road. Including shorting out and stacking of serivceable material and disposal of unserviceable one within a distance of 50 m.

Excavation of earth in foundation soil mixed with single Bazari etc including lift upto 1.5m and lead upto 50M filling watering and ramming of excavated earth into the trenches into the space between the building and the sides off foundation trenches or into the plinth and disposal of surplus earth upto a distance of 50m from the centre of the foundation trenches Incl. labour T&P etc all complete for trench. (For depth upto 0.00 to 1.5M)

Provide & fixing of Open Timbering (covering1/3rd of surface area by planks), in trenches for the following depths below ground level consisting of 40mm thick approved country wood planks for poling board, 125mm 75mm Indian Salwood wallers and 100 mm dia Sał weed ballies for struts at 1.50m interval including removal after laying of sewer(both sides of trenches will be taken as one side for the purpose of payments & measurements ie. area equals to length x depth of trenches, Dismantled timbering materials will be the property of the contractor. a) Depth upto 3 m below G.l.

Dismentalling of 150mm dia RCC sewer Line and disposal of same upto 5km including all

Crossing of nala or drain & diversion of drain water including all T&P, material, labour complete

Repairing of leakage of 100mm dia GI existing pipe including all labour material T&P Complete

Repairing of leakage of 100mm dia PVC existing pipe including all labour material T&P Complete

Supply Layting Jatating of 150mm dia. RCC. S&S pipes with rubber gets to the sits of work, lowering the same sto trenches below ground level true to alignment, making the joints with rubber gaskets and with necessary spun oaked in bitumen jointing with 1.2 cement mortar in coarse sand including cost of all jointing materials and testing etc. complete but excluding excavation and backfilling of trenches upto ground level. a) 0.0m to 1.50m depth)