Bench vice best quality 6 size tough,surface plate,fixed hand hacksaw frame 12,adjustable hand hacksaw frame 12,hand hacksaw blade 12,hand hacksaw blade 1x12,straight shank twist drill bit sizes,taper shank twist drill bit. sizes,steel rule-30cm.,verniercalliper, 0 150mm,micrometer, 0-25mm and 0-50mm,vernier height guage 12 4,tap wrench 25mm with handle scibber,die wrench 50mm. with handle dot punch 6,hand drilling machine with try square 12,single cut flat file 12,doubble cut flat file 12,round file 12,half round file 12,flat chisel,cross cut chisel,ball peen hammer 200 gm,cross pin hammer 200gm,ball peen hammer 500 gm,cross pin hammer 500gm,center punch high carbon steel,,dot punch high carbon steel,,divider leg length 150 mm, forged carbon steel,outside calliper leg length 150 mm forged carbon steel,hand held welding shields,welding electrode e7018 e7015,steel measuring tape 5 m, 25 mm wide, metric graduation, lock mechanism,steel rule 300 mm, stainless steel, etched graduations, 0.5 1 mm divisions,try squ

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

A 2.0 metre granite ball fountain having a wall thickness of 35 mm - 40 mm with an approved sketch

Supply, installation, testing, commissioning of rotating 2.0 m dia. granite ball fountain at science city, kolkata.

Construction of sub-structure and super-structure for rotating granite ball fountain at science city, kolkata.

Civil work

The above work comprises the creation of a pathway, platform, pcc, and rcc foundation &#x0d for gym park exhibit rubble masonry work as a retaining wall by cutting and levelling earth &#x0d on an uneven hill surface laying of grass paver block as per nit