SPL REPAIR TO BLDG NO T 191 AND T 194 (KOTES) OF 4 SIKH LI AT HYMG, SUMDO UNDER GE 863 EWS

Demolition of un-reinforced Cement Concrete of any description and in any position not otherwise specifically provided for.

M &L for 25 mm thick PCC 1:2:4 type BO (Using 12.5 mm graded stone aggregate) as in sub base in floors complete all as specified and directed by Engr-in-charge

M&L screed bed or bedding layer of morter 15 mm thick cement plaster 1:6 for laying floor finished to receive floor tiles/granite.

M&L for machine cut kota stone slab flooring 20-25mm thick mixed with pigment to match the shade of the slab including rubbing and polishing complete all as specified and as directed.

M&L PCC (1:3:6) type C-2 using 40mm graded stone agg 75mm thick as in plinth protection finished even and fair without using extra cement.

M&L for 75 mm thick cement concrete type D-2 (1:4:8) using 40 mm graded stone aggregate as in sub base under Chequered tiles.

M&L for chequered cement concrete tiles 20 cm by 20 cm by 25 mm thick with grey cement and pigments, set, jointed and pointed in neat cement slurry in floors complete all as specified and as directed.

Providing, cement concrete Type B1 1:2:4 (20 mm graded aggregate) in roof kerbs or mud stops, rounded or chamfered on edges

Dismantling plain or corrugated steel sheeting any gauge, thickness, including Naintal or similar pattern roof coverings

S&F Pre- painted galvatume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified