Pathiyoor Devaswom in Mavelikkara Group-Re-constructing the leaned portion of compound wall

Demolishing laterite work manually/by mechaniocal means including stacking of serviceable materila and disposal of unserviceable materila within 50 metres lead as per direction of Engineer-in-charge In lime mortar

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 with hard stone for foundation and basement.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and 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 40 mm 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.

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 ornamental work of coping

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

Finishing walls with 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)