Construction of Lift Shafts at Transit Accommodation for Kashmiri Migrant Employees at Allowpora Shopian Phase-II.

Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 meters lead. 18mm thick marble (for lift pit)

Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-incharge:1:4:8 or leaner mix (i/c equivalent design mix) (for lift pit)

Removal of sand/earth filling by manual means from under floors including stacking/disposal of material as directed by the Engineer-in-Charge. (for lift pit)

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. (Back Filling)

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:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) including cost of all material involved complete.

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) including cost of all material involved complete.

Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) including cost of all material involved complete.

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

Centering and shuttering including strutting, propping etc. and removal of form for: Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more.

Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting , hoisting , fixing in position and applying a priming coat of approved steel primer and paint, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes

Structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer and paint all complete.Welded

Providing and fixing, in position concealed G.I section for wall panelling using board of required thickness fixed on the ‘W’ profile (0.55mm thick) having a knurled web of 51.55mm and two flanges of 26mm each with lips of 10.55mm placed @ 610mm C/C in perimeter channel having one flange of 20mm and another flange of 30mm with thickness of 0.55mm and web of length 27mm. Perimeter channel is fixed on the floor and the ceiling with the nylon sleeves @ 610mm C/C with fully threaded self-tapping dry w all screws. Board is fixed to the ‘W’ profile with 25mm countersunk ribbed head screws @ 200mm C/C, all complete as per the drawing and directions of engineer- in-charge. The joints of the boards are finished with specially formulated jointing compound and 48mm wide jointing tape to provide seamless finish 8 mm thick Cement Fibre boards per IS:14862

Carriage of Materials

Stone aggregate average lead of 10 kms.

Sand average lead of 10 kms.