Repairs and Renovation of Kho Bowli Breari Nowshera

Carefully Dismantling old plaster, pointing or skirting, raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 meters lead.

Carefully Demolishing stone rubble masonry manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge:In lime mortar

Demolishing lime concrete manually/by mechanical means and disposal of material within 50 meters lead as per direction of Engineer-in-charge.

Removing mortar from and cleaning stones and concrete articles (net quantity of stacks of cleaned materials will be measured) In lime mortar

Coursed rubble masonry with hard stone (first or second sort) in superstructure above plinth level and upto floor five level including curing complete with Lime mortar 1:1:1 (1 Lime putty: 1 Surkhi: 1 Fine sand)

Providing and laying in position lime concrete with graded stone/brick aggregate 40 mm nominal size and 40% mortar comprising of 1:1:1 (1 lime putty: 1surkhi: 1fine sand) including curing complete but excluding cost of centering andshuttering. All works upto plinth level with: Graded Stone Aggregate

Ruled/flush pointing on white sand stone masonry surface with lime, surkhi and marble dust mortar in the ratio 1:1.5:1/2 one lime : 1.5 surkhi ( 50% red and 50% light yellow surkhi):1/2 marble dust ( the rate is inclusive of all materials and labours involved except scaffolding)

Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven storey height made with 40 mm dia M.S. tube 1.5 m centre to centre horizontal and vertical tubes joining with cup and lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffoldings for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connection with the building etc. wherever required for inspection of work at required locations with essential safety features for the workmen etc complete as per directions and approval of Engineer-in-charge. The elevational area of the scaffolding shall be measured for payment purpose. The payment will be made once irrespective of duration of scaffolding.

Providing and laying chisel dressed Devri Stone of size 300x200 mm face with 150 mm depth in cement mortar 1: 6 (1 lime putty : 6 coarse sand) upto plinth level including curing. One face dressed Fine chisel dressed

Extra for fine chisel dressed Devri Stone in square or rectangular Pillars