Teju ke ghar se lekar khel kud maidan tak jal nikasi karya

Excavation in founadtion in ordinary soil (loamclay or sand) including lift up to 1.5 m and lead up to 30m. And including filling watering and ramming of excavated earth into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineer-in-charge upto a distance of 30m, from the foundation trenches including all T & P phowarah and basket etc. complete.

Concrete with 4cm. GaugeStone ballast, sand of 1.25 F.M. and cement in proportion of 1:6:12 in foundation and under floors including supply of all materials labour and tools and plants etc. required for proper completion for the work S.I. NO 273

Providing and laying 350 mm Dia NP3 RCC hume pipe medium duty confirm to IS 458 : 2003 including collars / spigot jointed with stiff mixture of cement in the proportion of 1:2 including testing of joints all taxes transportation charges & contractor "s profit etc. complete.

M-150 brick work in 1:4 Cement and sand of 1.25 fineness modulous mortar in foundation and plinth including supply of all material, labour and T&P etc. required for proper completion of work. S.I. No 305

12 mm thick cement plasterin 1:4 cement morter I/C all material labour T&P proper complition to the work . SI NO-584

supply and fixing of FSRC precast rcc Medium duty men hole cover with frame of size(600*600*75mm)rate approved by SE RED VNS

S/Fixing of infomatary M.S sign board Size (1.2x0.90) Made of 18 mm gauge M.S.Sheet fixed in ISA 40x40x5 mm frame supported in back side by 40x5 mm fiat iron on all four side along with two vertical pont of 2.15 mt from bottom of frame of angle iron ISA 40X40X5 mm with 150 mm long horizontal lag at bottom braded with 40x5 mm flat iron ellectrically welded and pointed with one coat red oxide primer S.S. NO. 503