Vikas khand badagav antargat gram sabha barahi newada me babua ke pokhara se amresh chaudhary ke makan tak interlocking karya

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 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

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. S.I. No-305

12 mm thick cement plastering 1:4 cement mortar I/C all material labour T&P proper completion to the work .SI. No-584

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.