Construction of Assistant Engineer Office in ESD Bharmour

Construction of Assistant Engineer Office in ESD Bharmour

Eathwork in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge.Ordinary rock

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level1:4:8 (1 Cement : 4 coarse sand) : 8 graded stone aggregate 40 mm nominal size

Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:5:10 (1 cement : 5 coarse sand): 10 graded stone aggregate 40 mm nominal size)

Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand)Cement mortar 1:6 (1 cement : 6 coarse sand)

Brick work with common burnt clay modular bricks of class designation 7.5 in superstructure in:Cement Mortar 1:4 (1 cement : 4 coarse sand

Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure in :cement mortar 1:3 (1 cement : 3 coarse sand)

Centering and shuttering including strutting, propping etc. and removal of form for (i) Foundations,

Centering and shuttering including strutting, propping etc. and removal of form for (ii) Columns , pillars , Walls