Repair / Renovation of old quarters, boundary wall with gate and Const. of OPD registration fabricated Shed and Cattle trap at PHC Purmandal

Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-incharge, 1:3:6 or richer mix (i/c equivalent design mix)

Demolishing brick work manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charg, In cement mortar

Removing mortar from bricks and cleaning bricks including stacking within a lead of 50m ( stacks of cleaned bricks shall be measured ) from brick work in cement mortar

Repairs to plaster of thickness 12mm to 20 mm in patches of area 2.5 sq.meters and under, including cutting the patch in proper shape raking out joints and preparing and plastering the surface of the walls complete including disposal of rubbish to the dumping ground within 50 meters lead ( With cement mortar 1:4 (1 cement : 4 coarse sand)

Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 meters lead For thickness of tiles above 25 mm and upto 40 mm.

Regrading terracing of mud phaska covered with tiles or bricks, in cement by dismantling tiles or bricks, removing mud plaster, preparing the surface of mud phaska to proper slope, relaying mud plaster gobri leaping and tiles or bricks, grouted in cement mortar 1:3 (1 cement: 3 fine sand), including replacing unserviceable tiles or bricks with new ones and disposal of unserviceable material to the dumping ground (the cost of the new tiles or brick excluded) within 50 meters lead.

Painting top of roofs with bitumen of approved quality at 17 kg per 10sqm impregnated with a cost of coarse sand at 60 cudm per 10 sqm including cleaning the slab surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil complete with residual type petroleum bitumen of grade VG-10

Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres ( All kinds of soil )

1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size)