Mo Gangajal (Construction of Utility Rooms, Guard Rooms, Toilet Rooms and Shed for DG in different Gangajal UGRs) Noida

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5 m in width as well as 10 Sqm. on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. All kinds of soil -The contractor has to dectect different utilities like sewer line,water supply line,electric cable,telephone cable gas pipe line etc using utility dectecting machine before start of excavation and shall start excavation only after getting permission of Engineer-in- Charge

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundaions etc. in layers not exceeding 20 cm in depth: consolidating earth deposited layer by ramming and watering, lead up to 50m and lift upto 1.50 m.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work upto plinth level - All work up to plinth level : 1:4:8 (1 cement : 4 coarse sand :8 graded stone aggregate 20 mm nominal size)

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : 1:2:4 (1 Cement :2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size) aggregate 20 mm nominal size)

Centering and shuttering including strutting, propping etc. and removal of form for : Foundation, footings, bases of columns etc. for mass concrete.

Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Cold twisted bars

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 10 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand)

12 mm cement plaster of mix :1:4 (1 cement: 4 coarse sand)