High strength deformed steel bars and wires for concrete reinforcement (v2) isi marked to is 1786,high strength deformed steel bars and wires for concrete reinforcement (v2) isi marked to is 1786,high strength deformed steel bars and wires for concrete reinforcement (v2) isi marked to is 1786,high strength deformed steel bars and wires for concrete reinforcement (v2) isi marked to is 1786,high strength deformed steel bars and wires for concrete reinforcement (v2) isi marked to is 1786,high strength deformed steel bars and wires for concrete reinforcement (v2) isi marked to is 1786

High strength deformed steel bars and wires for concrete reinforcement (v2) isi marked to is 1786,high strength deformed steel bars and wires for concrete reinforcement (v2) isi marked to is 1786,high strength deformed steel bars and wires for concrete reinforcement (v2) isi marked to is 1786,high strength deformed steel bars and wires for concrete reinforcement (v2) isi marked to is 1786,high strength deformed steel bars and wires for concrete reinforcement (v2) isi marked to is 1786

High strength deformed steel bars and wires for concrete reinforcement (v2) isi marked to is 1786,high strength deformed steel bars and wires for concrete reinforcement (v2) isi marked to is 1786,high strength deformed steel bars and wires for concrete reinforcement (v2) isi marked to is 1786

High strength deformed steel bars and wires for concrete reinforcement (v2) isi marked to is 1786,high strength deformed steel bars and wires for concrete reinforcement (v2) isi marked to is 1786

High strength deformed steel bars and wires for concrete reinforcement (v2) isi marked to is 1786

High strength deformed steel bars and wires for concrete reinforcement (v2) isi marked to is 1786

High strength deformed steel bars and wires for concrete reinforcement (v2) isi marked to is 1786

Post insulator for 25 kv isolator and bus bars (ri 6090) as per rdso specification no. ti/spc/ohe/ins/0071 (apr percent u20192022) or latest.

Applying 2 coats of bone white approved colour cem to gopuras sikharsa over base coat after moss lichen removal using ammonia and coir brush including all material and labor,erection and removal of cip lock double scaffolding with 40mm ms tubes challis clamps bracing and safety features for gopura painting works,providing 1st class teack wood panelled door finely carved to match temple design including aldrops hinges towe bolts fixture and complete installtion charges,scaping rust with emery paper and applying two coats of synthetic enamel paint over a base coat on existing grill fencing and gates including material and labor,removal of old damaged precast roof slabs at store room disposal debris within 2km and scaffolding erection removal as directed by site in charge,providing reinforeced cement concrete slab over store room including required centering shuttering and finishing excluding reinforcement cost,supplying straighening cutting bending placing and binding mild steel medium tensile steel bars for pr

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 fe500d or more.,half brick masonry with common burnt clay fps non modular bricks of class designation above plinth level up to floor v level cement mortar 1 is to 4 where 1 cement and 4 coarse sand,stainless steel cramps,two track two panels sliding with aluminium channel for roller track wool pile nylon rollers with ss 304 using r4 series with frame,providing and fixing 19 mm thick both side balancing lamination factory pressed bwp grade marine ply,providing and fixing 2mm thick 16 to 19mm wide pvc edge binding tape of approved quality for cupboard,double charge vitrified tile polished finish of size of tile 600 x 600 mm,finishing walls with premium acrylic smooth exterior paint with silicone additives of required shade,providing and applying white cement based putty of average thickness 1 mm,wiring for light point fa