VIKAS KHAND PINDARA ANTARGAT GRAM SABHA FULWARIYA ME JAI PRAKASH MISHRA KE MAKAN SE SHYAM NARAYAN MISHRA KE GHAR TAK INTERLOCKING KA KARYA.

E/W filling in cutting or filling embankment in Ordinary soil excavation to be from regular pits not exceeding 1/2 meter in depth and embankment in 20 cm layer i/c all ramming dressing Completion of Work. but three Km cartage extra. SI.No.253

Excavation in foundation in ordinary soil i/c lift up to 1.5 m and lead up to 30m. i/c filling, watering and ramming of excavated earth into the space between the wall and the sides of foundation trenches and removal and disposal of surplus earth as directed by the E/I up to a distance of 30m, from the foundation trenches i/c all T & P etc.As per S.I. No-251

Concrete with 4cm. Gauge brick ballast, sand of 1.25 F.M. and cement in proportion of 1:6:12 in foundation & under floors i/c s/o all materials labour and T&P etc. required for proper completion for the work.SI. No-273

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

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.

P/L Interklocking concrete Block pavement having thickness 80 mm i/c leveling and dressing of surface to requre level and slope over local sand filling joints with local earth.As per specification clause 1504. Gray colour

Red colour

P.C.C. (1:2:4) C : C-sand: 20 mm Grit i/c all Labour. Material for completion of work. As per SI No.279(b)

S/F of informatory Sighn board (1.20x0.90 m) made of 18 gauge M.S.Sheet i/c all fixing in position.