Civil work 4

Excavation in foundation in ordinary soil (loamclay or sand) including lift up to 1.5m 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 up to a distance of 30m. from the foundation trenches including all T&P. SI no.-251

Concrete with 4cm. Gauge birck ballast, sand of 1.25 F.M. and cement in proportion of 12:6:1 in foundation and under floors including supply of all materials labour and tools and plants including all complete. SI. No.- 273

M-150 brick work in 1:4 cement and coarse sand mortar in foundation and plinth including supply of all material, labour and tools and plants. ect. required for proper completion of work. SI No.-305B

Providing 12 mm thick 1:3 Plaster with cement and coarse sand mortar. SI.No.-583

Dismelting of old interlocking bricks including all complete.

Earth work filling with 4.00km caratage including all complete.

Construction fo granular sub base (GSB) by providing coarse 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 vibratory roller to achieve the desired density complete as per MORTH specifiction Grade 1 As per 400-1

Providing and laying of rubber moulded zig zag interlocking concrete block Pavment having thickness 80mm including leveling and dressing of surface to required lavel and slope spreading and moisting 30mm thick local sand on bend filling joint with local sand etc for proper complition of work and technical specification taking area

Providing and laying of rubber moulded zig zag red colour interlocking concrete block Pavment having thickness 80mm including leveling and dressing of surface to required lavel and slope spreading and moisting 30mm thick local sand on bend filling joint with local sand etc for proper complition of work and technical specification taking area 30.00%

Providing and laying P.C.C. 1:2:4 cement concrete with cement, Coarse Sand and 20 mm Stone ballast in the base.SI.No.- 279B