Laying of 300 mm dia sewer line 30 mtr infront oH.NO 127/ H / 350 in ward 92

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. (A) Tar road (B) B O E Pavement (C) CC (D) Interlocking

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. (a) 0.0m To 1.5m B.G.L.

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 (A) 0.0m To 1.5m B.G.L.

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 fromstore 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 incharge300 mm dia (A) 0.0m To 1.5m B.G.L.

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.) (A) PCC for pipe bedding

Construction of circular brick work manhole chamber in 1st class brick work with 1:4 cement & coarse including supply all materials labour T&P etc required for the proper completion of work as per direction of Engineer -in charge (A) b-type Manhole 300 mm dia depth 2.01m to 2.3m.

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.)

Making sewer line connection etc all complete.

Disposal of Surplus earth