Laying of 300 mm dia sewer line 30 mtr H.no 128/ K/713 TO 128 / K/ 715 tak.

Supply of material, labour, T&P etc.required for proper barricading along trench during and laying of pipeas per direction of Engineer-in-charge (both sides of will be treated as one side for purpose of measurement.

Dismantling of CC, Tar roads for laying sewer including shorting out and stacking serviceable materials and disposal of unserviceable materials upto distance of 60 m. including supply of all materials, labour, T&P etc. required for proper completion of work as per direction of Engineer -in-charge.

Dismantling of CC, Tar roads for laying sewer including shorting out and stacking serviceable materials and disposal of unserviceable materials upto distance of 60 m. including supply of all materials, labour, T&P etc. required for proper completion of work as per direction of Engineer -in-charge.

Excavation below G.L. upto depth as specified for laying sewer and manhole ordinary soil (earth, sand, loam and clay) including cutting of joints pits ramming dressing) levelling, including supply of all material, labour, T&P etc. required for proper completion of work as per direction of Engineer Incharge.

Provide and fix close timbering in trenches for the depth as specified below G.L. consisting of 40 mm thick approved country wood plank for polling board 125 x 75 mm Indian Sal Wood wallers and 100 mm dia sal wood ballies for shuttering at 1.5 m C/C including all labour etc, complete

Supply of following sizes of RCC (NP3) spigotted and socketed non pressure pipes( 300 Dia. In mm).

Carting following sizes of R.C.C. Hume pipe NP3. Class Socket/ spigoted rubber ring jointing and specials from store to the work lowering the same in to the trenches upto depth as specified below G.L. true to alignment including excavation of earth below invert level of pipe, cost of all jointing material, testing etc. complete but excluding excavation and and refilling of trenches from ground level to the invert level of pipe. including supply of all material, labour, T&P etc. required for proper completion of work as per direction of Engineer incharge. 300 mm dia.

Providing bandha to retain sewage water when required in existing sewer line and MH including binding wire & tightly hinged with maneela rope of proper thickness & removal ofsame after complition of work and supply ofall mat.,lab.,T&P. etc all complete as directedby site I/C.

Plain Cement concrete work for bedding below G.L. at spcified depth with cement, coarse sand and 20 mm gauge approved stone ballast (1:6:12) including supply of all materials, labour, T&P etc. required for the proper completion of work. (As per direction of Engineer -in-charge.)

Provide necessary fuel, labour T&P etc. required for proper running of well point equipment of required for lowering the water table during excavation and laying of sewers (well point equipment depreciation not considered)Assume well point equipment will run 24 hours and 100m length of sewer will be laid per week i.e. in 5 days. (This item shall be executed when water is encountered during excavation of trenches only.)