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.

Braided rubber water hose, to is:444/1987 (reaffirmed 2003) or latest, type-2, reinforcement of synthetic fibre, finish either smooth or fabric marked, mandrel made to size : 31.5 mm bore, od 41 + 1.5 /- 0 mm

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