Construction of Steps in Karan Nagar Extension Ward No-9 Jammu AC Jammu-East.

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc.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.

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size)

Providing and laying in position specified grade of cement concrete excluding the cost of centering and , shuttering , All work up to plinth level 1:3:6 (1cement: 3 coarse sand : 6 graded stone aggregate (20mm nominal size)(including all carriages complete.)

Centering and shuttering including strutting, propping etc. and removal of form work for: Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs andsteps etc.

12mm Cement plaster of mix: 1 : 6 ( 1 cement : 6 fine sand)

Providing and fixing of Inauguration plate with platform including all fittings complete job etc.(padistrial)

Providing and fixing steel (white powder coated) crescent lock for UPVC sliding window/ door with necessary screws etc. complete

Chequerred precast cement concrete tiles 22mm thick in footpath and courtyard, jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing, cleaning and curing complete, on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand) . Dark shade using ordinary cement.

Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.

Filling available excavated earth (excluding rock) 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.