Puthiyamadam Devaswom in Thiruvalla Group-Constructing compound wall-reg

Clearing and leveling the site-Coolie

Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil.

Random rubble masonry in cement mortar 1:6 (1 cement : 6 coarse snad) with hard stone in foundation and basement.

Providing and laying in position cement concrete of specified grade excluding the cost of centering, shuttering- All work up to plinth level 1:4:8 (1 cement :4 coarse sand (zone-III) derived from natural sources :8 graded stone aggregate 40mm nominal size derived from natural sources).

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:1:2:4 (1 cement:2 coarse sand :4 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 find sand)

Pointing on stone work with cement mortar 1:3 (1 cement :3 fine sand):Flush/Ruled pointing)