VIKASH KHAND BADAGAV ANTARGAT GRAM SABHA SONPURVA (LAKSHIRAMPUR) ME ANEI BADAGAV MARG SE SHIVNATH VATIKA SE SANTOSH SINGH KE GHAR HOTE HUE SAMLESH SINGH KE MAKAN 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 spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.

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.