Coarse screen 20 mm spacing s.s. 304 size 2.5 mtre depth 2 mtre width,fine screen 10 mm spacing s.s. 304 size- 2.5 mtr depth 2.0 mtr width,fine screen 5.0 mm spacing s.s. 304 size- 2.5 mtr depth 2.0 mtr width,dumm1,dumm2

Providing and installing tubewell size 150mm i/d straight upto 160 mtr depth. construction of circular type rcc ohsr of 15000 ltr capacity, distribution system etc at wss arnouli block bhunerheri distt. patiala

Survey and site prep,drilling of 165 mm dia borewell upto 150 mtr depth,supply and installation of 165 mm dia heavy duty upvc casing pipe,supply and installation of 150 mm dia slotted pipe,civil works concrete platform soak pit,borewell development using air compressor,contingency

Consultancy services for carrying out sub soil investigation (ssi) of 03 nos steel superstructure bridge for construction of 85 mtr span chatten bridge at km 23.40, 45 mtr span mauzis bridge at km 17.98 and 95 mtr span tangmochi bridge at km 18.62 t

Provn of external electricity supply for various engr op wks shelter, chequred/interlocking tiles track with cgi sheet covering pathway with iron frame near from t-197 to t-191 and t-188 to t-189 (approx 90 mtr), (jco mess to cook house)

Tubewell 150mm id upto 80 mtr with percussion rig pump chamber ohsr 25000 ltr machinery upvc pipe line rising main etc for aug ws scheme naushera and channi 186 block gharota distt pathankot under nabard xxxi 4215

Sub soil investigation, design, drawing and constr of 80 mtr span major pmt shere thapa bridge over ismi-siko nallah including approach roads at km 0.630 on road tcc-maza through epc mode under 128rcc/23brtf/project arunank in arunachal pradesh

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

Ms column of rhs pipe of size 122x3.6mm x 2.8 mtr long,veranda columns of rhs section of size 96x48x4mmx1.9 mtr long,base and top plates of columns 250x250x8mm,top plates for veranda columns 150x150x6m,clips for bottom and top channels,top and bottom channels of size 30x65x30x2mm,clips for channels,truss as per following 8.1 rhs 96x48x4mm 15.75rm,plates for trusses of size 250x250x8mm and joint plates of size 15x50x6mm,purlins of rhs section 96x48x4mmx2.72 mtr,extension purlins of rhs 96x48x4mmx0.45mtr,plates for purlins150x100x6mm,ms tee 50x50x6mm 54rm for ceiling panels,ms angle iron 50x50x6mm 51rm,clips for angle and tee,aluminium doors 3x7 feet,aluminium windows,sunshade for doors and s with sheets,wall panels 63mm thick,ceiling panels 40mm thick weight 95.6 sq mtr,flashing for corners 75x75,bird cover 50 kgs,profile colour coated sheet 3.90 mtr x 1050 x 0.63mm,profile colour coated 2.4 mtr 16 nos x 16 256 kgs,ridge cover 300x30xx3000mm long x 0.63mm,foundation bolts 16mm dia x 450mm,hexagonal bolt

Tubewell 200mm id upto 110 mtr with direct rotary rig pump chamber ohsr 50000 ltr machinery upvc pipe line rising main etc for aug ws scheme ferozepur khurd and kunda block gharota distt pathankot under head nabard xxxi state share 4215