Laying and interconnection of 300 mm dia, 65 mtr sewer line from house no-127/571 Ramashre ke makan to house no-127/569 Mukesh pal ke Makan tak near Baradevi Mandir in Ward on-38.

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. )Interlocking

Excavation of Trenches in Mixed soil including Supply of lab,T&P etc all comp. For Sewer Line 300 mm dia For M.H.

Supply of following sizes of RCC (NP3) spigotted and socketed non pressure pipes(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. a) 0.0m To 1.5m B.G.L.

Plain Cement concrete work for bedding below G.L. atified depth with cement coarse sand and 20 mm gaugeapproved stone ballast (1:6:12) including supply of allmaterials 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 8 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.