Toilet in Academic Block of EMRS.

Earth work in excavation All kinds of soil by manual means in trenches for foundations (not exceeding 1.5 m in width) not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed:

Providing and laying stone soling duly hand packed in maintaning level and section including ramming and carriage of the same up to site of work complete.

Filling available excavated earth in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.

supply and filling of RBM (River bed material) as backfilling including spreading, ramming, watering and and consoldation with all carraiges upto site of work complete.

Providing and laying in position cement concrete 1:4:8 (1 Cement:4 Corase sand: 8 graded stone aggregate 40 mm nominal size ) including curing but excluding the cost of centring and shuttering. All work upto plinth level

Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)

Providing and laying in position cement concrete 1:2:4 (1 Cement:2 Corase sand: 4 graded stone aggregate 20 mm nominal size ) including curing but excluding the cost of centring and shuttering. All work upto plinth level

Brick work with common burnt clay (non-modular) bricks of class designation 7.5 upto plinth level including curing in : Cement mortar 1:6 ( 1 cement : 6 coarse sand)

Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level

Providing and fixing aluminum work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixed with dash fastener of required dia. and size including necessary filling up of gaps at junctions i.e, at top, bottom and sides with required EPDM rubber / neoprene gasket felt etc. Aluminum sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminum snap beading for glazing / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-Charge (glazing, panelling and dash fasteners to be paid for separately.) For fixed portion Powder coated aluminum (minimum thickness of powder coated 50 microns)