Perforated cable tray(width 200mm xheight 50 mm) galvanised coating,installation fitement cable trays and securing of rf cable with all accessories,rcc (cemented) base with metal pipe 02 mtr height with gi plate 7x7 size for antena

Site preparation and removal of damaged material,repair of existing sub base,repair of asphalt base,crack filling and surface levelling,repair or re coating of synthetic volleyball court surface,synthetic surface resurfacing system,court line marking,repair of drainage slope or water stagnation areas,volleyball poles and net arrangement,referee chair repair or replacement,water remover roller repair or replacement,digital scoreboard repair or replacement,cleaning and final finishing

Urinary leg bag 540 ml,guide wire nitinol core angeled tip point 038 x 150 cm,endopath tri star surgical trocar 5 mm with safety shield,hydrophilic coated guide wires suitable for negotiating tortuous,hydrophilic coated guide wires suitable for negotiating tortuous,hydrophilic coated guide wires suitable for negotiating tortuous,bip foley catheter noble metal alloy coating gold palladium,bip foley catheter noble metal alloy coating gold palladium,n trap stone entrapment and extraction device,urethral access sheath 9 point 5 fr 45 cm,ureteral access sheath 9 point 5 fr 35 cm,urostomy kit 60 mm with base plate elastic adhesive with fit technology 10 pc,urostomy kit 50 mm with base plate elastic adhesive with fit technology 10 pc,prostatic uretheral lift system,disposable hf cable 4m cat no wa00013a olympus,radiation protection cap embedded in a surgical cap,folleys baloon catheter 2 way silicon 14 fr,catheter nelaton 14,catheter nelaton 16,catheter nelaton 18,ureteral dilator sets and dilators polyeth

Erection of box type scaffolding by using available scaffolding pipes fixing of scaffolding pipes with nuts and bolts etc,documentation and careful removal or dismantling of bulged out or cracked portion of the fort walls adjacent to the breaches,removal of loose earth inside the breach and disposal of the surplus excavated earth away from the monument etc,careful removal of disturbed random rubble base stones below the fort wall and stacking them for reuse,earth work excavation for foundation in trenches to a depth of more than 3 meters,providing and laying lime concrete mixed with 50 percent lime,providing rr masonry footings in cm one in four ratio in stepped manner over the pcc bed with hard granite stones,construction of rr masonry gravity retaining wall in in lime mortar,reconstruction of rr masonry base with available stones in lime mortar,reconstruction of the fallen fortification wall in lm,back filling the breach with gravelly earth mixed with boulders with proper compaction,providing stone pitching

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

Erection of box type scaffolding by using available scaffolding pipes fixing of scaffolding pipes with nuts and bolts etc for 226.80 sq mtr,documentation and careful removal or dismantling of bulged out or cracked portion of the fort walls adjacent to the breaches for 24.30 cu mtr,removal of loose earth inside the breach and disposal of the surplus excavated earth away from the monument etc for 277.38 cu mtr,careful removal of disturbed random rubble base stones below the fort wall and stacking them for reuse for 35.64 cu mtr,earth work excavation for foundation in trenches to a depth of more than 3 meters for 219.51 cu mtr,providing and laying lime concrete mixed with 50 percent lime for 33.21 cu mtr,providing rr masonry footings in cm one in four ratio in stepped manner over the pcc bed with hard granite stones for 25.92 cu mtr,construction of rr masonry gravity retaining wall in in lime mortar for 283.50 cu mtr,reconstruction of rr masonry base with available stones in lime mortar for 35.64 cu mtr,reconstr

Atmospheric plasma coating system

Plasma coating equipment power source upgradation