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,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,shuttering plate size 1 pt 0 x 0 pt 400 mtr,shuttering plate size 1 pt 0 x 0 pt 212 mtr,shuttering plate size 1 pt 0 x 1 pt 16 mtr,shuttering plate size 0 pt 72 x 0 pt 82 mtr,shuttering plate size 1 pt 0 x 1 pt 0 mtr,shuttering plate size 1 pt 0 x 0 pt 35 mtr,shuttering plate size 1 pt 0 x 0 pt 70 mtr,shuttering plate size 0 pt 60 x 0 p

Deck sheet 1.20mm tr 50 including all necessary clamps fittings and fixtures etc for roofing as directed by engr in charge,ms iron angle of size 50mm x 50mm x 6mm conforming to is 2062 2011 grade e250 approx 4.52 kg per metre including cutting of appropriate size and painting,quick setting compound confirming to is 8041 1990,water proofing compound in 1 kg packing,red oxide primer and paint for steel surfaces,pcc solid block 400x200x200mm minimum strength 50kg per sqcm pcc shall conform to is 2185 part i 2005 solid block made out of pcc 1 3 6 having the compressive strength 5 kn per sqmm,cement opc 53 grade in poly bag of 50 kg each make acc ambuja india cement birla ultra tech lafarge,sand coarse conforming to is 383,stone aggregate coarse 20 mm conforming to is 383,transparent pipe 5 mm dia bore for water leveling best quality,plaster trowel with wooden handle isi marked.,fish line best qulity,galvanised iron pan mortar tasla 18 guage 16 inch dia minimum weight of 1 kg make taparia tata,picks axes with chie

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