Gear box and spares make model make elecon ii model and gear ratio 3 54pbe 9 gr complete assembly for coc gearbox of g feeder for unit 5 ntpcbarh stage 2

Gearbox assy, smb3-2500 , ptpl, smb3-25,gearbox assy, smb3-3200-0032 sect, ptpl,gear box assy, ptpl, smb4sf-22

Arm assy kick starter,eng gasket kit,retainer kick spring,ignitionswitch,spark plug cap comp,joint steering,clutch facing kit consisting,cable assy clutch,mud flap,parts kit steering gear,bearing

Comp acce h w cpu dimm cpu,panel electronic circuit comp acce h w c dimm comm,mouse data entry,panel electronic circuit protection cct assy,filter card,cmos bty 3 point 6v,flash disk 8 gb with cable ide

Overhauling of rotary pump,repair of gear box assy,rotary pump overhaul,repair of rotary pump,surfacing of hub both side brg

Rear hub bearing,flexible hose assy,lock plate for grooved nut,sa of hose stg box,combination switch,base brush gear,clutch cyl assy,oil seal,assy vaccum hose for egr,assy coolent pipe,assy rear suspension bush,brake shoe set,hand brake cable

Cylinder block piston kit rtr 160,seal valve stem oil,valve exhaust,valve inlet,carburettor assy,cameshaft comp apache,gasket complete engine,hub clutch,set plate clutch drive 05 no,set plate clutch drive 04 no,diesel clutch pressure,oil seal crank shaft,spring oil filter,filter engine oil,accelerator cable,spark plug,o ring oil filter cab,plug crank shaft hole,hex flange bolt m6x16,hex flange bolt m6x65,air filter,pin gear shift lever,crr pan hp screw mx6x20,hose pipe,gear shift linkage assy,crr pan hp screw m5x16,hex flange bolt m8x26 cylincer bolt,gasket oil pipe ,dowel pin dia 11xdia 9x12,visior housing head lamp,annabond tube 50 grm,m seal,araldite tube,turn signal complete front rh,turn signal complete front lh,bulb head main p12v 35 by 35 w halogen,turn signal complete rear rh,turn signal complete rear lh,electronic flasher unit,anti rust cleaner,hand wash soap

15 mm gm gate valve,is 778 class-1,1 by 2inch gate valve brass,ball valve 20nb complete assy,g.m. gate valve. weldabl end.size 1inch,gate gun metal 50 nb is778 clii scrwd,c.i gate valve, size-50mm nb,80 nb cs gtv, api 600, 150 class,gate vv hand optd 80nb w by o compan flange,gv hand op 100nb ccs, fl w by o comp flange,gate vlv hand operatd 125nb flanged 150,gv hand op 150nb ccs, flang w by o comp flg,150 nb cs gtv, api 600, 150 class,cs gate valve api600 wcb 150 200nb flgd,200 nb cs gtv, api 600, 150 class,250 nb cs gtv, api 600, 150 class,gate valve size 50 nb class 300 class,150nb ss gate valve astm cf8m 150,200nb stn steel gate vv,astm-a-351 cf8m

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

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