Padanayarkulangara Devaswom in karunagappally Group-Re-Constructing damaged compound wall South side East to West portion-reg.

Clearing the site.

Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar.

Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns etc for mass concrete.

Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more.

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level 1:1.5:3 (1 cement :1.5 coarse sand :3 graded stone aggregate 20mm nominal size derived from natural sources)

Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete

12mm cement plaster of mix 1:4 (1 cement :4 fine sand)

Extra labour for pointing exposed face of rubble masonry (Labour)

Finishing walls Acrylic Smooth exterior paint of required shade: New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)