Manufacturing sand (m. sand),table moulded bricks size: 9” x 4.5” x 3” approx. class of brick: first class frog: ¼ ” deep shall,20mm coarse aggregate (jelly) . customised specification as follows: coarse aggregate of size 20mm s

Prcc slab for drain 1000x500mm,cement opc 43 grade,instant curing bituminous ready coldmix,prcc slab for drain 1200x500mm,prcc slab for drain1500x500mm,precast rcc manhole cover with frame ehd35 560mm,precast rcc manhole cover with frame hd20 560mm,paver block 60mm thick 300x150 m30,kerb stone m25,stone aggregate 20mm or 10mm nominal size,coarse sand,fine sand

Galvanised steel chain link fence 125mm x 125mm and 3.15mm dia,laip 2.10mtr long,10 gaze wire,portland cement grade43,coarse sand,20mm stone aggregate,installation of chain link fence

Supply and stacking of s/ boulder for pmt works, crushed s/aggregate and coarse sand (dry) for surf works for construction of road to nhdl specn bet km 21.90 to km 27.00 on road chalsa-jaldaka-bindu-barrage under 87 rcc/764 brtf in project swastik

Dismantl brick mason,dismantl rcc,excv less than 3 rck dis out,s and f coarse sand,rcc plin 1 is to 1 5 is to 3 cs,rcc ab pl 1 is to 1 5 is to 3 cs,rcc roof 1 is to 1 5 is to 3 cs,brk msn pl cs cl75,brk msn ab pl cs c75,sl dpc coarse sand,steel reinforcement,plaster 18mm cs 1 is to 5,plaster 12mm cs 1 is to 5,neat cement punning,plaster 6mm cs 1 is to 4,vitrified 600x600x10,vitrified 600x600x10,granite flooring,louver glass powder,toughened glass 12mm,al partition powder,al section powder,led 2x2 reces 36w nw,db 32a elcb 100 ma,pvc conduit 32mm,pvc conduit 25mm,pvc conduit wall40mm,pvc conduit wall25mm,pt wire 3 4mm2,pt wire 3 2 5mm2,gi box 2 mod switch,gi box 3 mod switch,rec gi box 150x75x60,gi box 6 mod switch,gi box 12 mod switch,mod switch 5a,mod socket 5a,mod telephone socket,mod rj45 socket,cat6 cable,mod switch 15a,mod socket 15a,mcb switch sockets,split ac 2t

Winter route markers with technical specification as per appx a of ts,pcc cement 43 grade in hdpe bag of 50 kg each conf to is 269 to 1976,coarse sand,40mm stone aggregates,quick setting compound,50mm nominal bore gi pipe 3 mtr long 3 point 65mm thick wt 5 point 10 mtr per rm,50mm gi socket nominal bore gi pipe 100mm long internal and external thread thick 3 point 65mm,ms plate 6mm thick size 150mm into 150mm with 4 hole 10mm dia for u clip,250mm long flat iron stiffeners size 25mm into 3mm,8mm dia u shape rod as per drawing,pp rope 12mm dia specified colour,flurescent tape 3 inch thick size 25 mtr long red yellow and white,anti corrosive primer paint,enamel paint og colour,th,2 feet roller brush,open jaw double ended spanner size 10 into 12mm,2 inch pvc water levelling pipe 100 mtr long,masson trowel 150mm,5 kg hammer,brick line,gurmala 200mm wide and 600mm long,plumb bob,iron bucket 10 ltr capacity,iron tasala pan mortor,kassies,showel

Winter route markers with technical specification as per appx a of ts,pcc cement 43 grade in hdpe bag of 50 kg each conf to is 269 to 1976,coarse sand,40mm stone aggregates,quick setting compound,50mm nominal bore gi pipe 3 mtr long 3 point 65mm thick wt 5 point 10 mtr per rm,50mm gi socket nominal bore gi pipe 100mm long internal and external thread thick 3 point 65mm,ms plate 6mm thick size 150mm into 150mm with 4 hole 10mm dia for u clip,250mm long flat iron stiffeners size 25mm into 3mm,8mm dia u shape rod as per drawing,pp rope 12mm dia specified colour,flurescent tape 3 inch thick size 25 mtr long red yellow and white,anti corrosive primer paint,enamel paint og colour,th,2 feet roller brush,open jaw double ended spanner size 10 into 12mm,2 inch pvc water levelling pipe 100 mtr long,masson trowel 150mm,5 kg hammer,brick line,gurmala 200mm wide and 600mm long,plumb bob,iron bucket 10 ltr capacity,iron tasala pan mortor,kassies,showel

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

Earth work in excavation,pcc up to plinth level with 1 to 4 to 8,brick work for foundation and plinth cement mortar 1to4,brick masonry with common cement,steel reinforcement for r c c work fe 500d,propping for lintels beams plinth beams bressumers,centering and shuttering including strutting propping etc,centering and shuttering including strutting propping etc,centering and shuttering uncluding strutting propping etc,pcc for work up to plinth level 1 to 2 to 4,pcc for column above pl finishing and reinforcement 1 to 1 point 5 to 3,rcc for rb and roof slab,15 mm cement plaster on rough side of single or half brick,15mm cement plaster on rough side of single or half brick wall of mix 1 to 4,supply and laying of stone aggregate of size 90 mm to 45 mm,ceramic glazed floor tiles of size 300 into 300 mm,acrylic smooth exterior paint of required shade 13 point 46 point 1 new work,filling available excavated earth lead up to 50 m and lift upto 1 point 5m,wood work in frames of doors s clerestory s,glazed

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