Construction of road alongwith New OT ICU Complex in PGIMS Rohtak

Amount

Earth work in excavation in foundations, trenches, etc. in all kinds of soils, not exceeding 2 meters depth including dressing of bottom and sides of trenches, stacking the excavated soil, clear from the edge of excavation and subsequent filling around masonry, in 15 cm layers with compaction, including disposal of all surplus soil, as directed within a lead of 30 meters. (HSR 6.6)

Dismantling cement conglomerate /terrazzo floors 25 mm to 50 mm thick including concrete base (HSR 8.25)

Cement concrete 1:8:16 with brick ballast 40 mm Nominal size in foundation and plinth.(HSR 10.26)

Cement concrete1:8:16 with stone aggregate40 mm Nominl size in foundation and plinth.(HSR.10.28).

First class brick work laid in cement sand mortar 1:6 in first storey upto 4 metres above plinth level (HSR.11.7)

Kotah stone flooring minimum 25mm thick, in any pattern as specified over 20 mm thick base of cement coarse sand mortar 1:3 laid and jointed with neat cement slurry mixed with pigment to match the shade of stone including rubbing and polishing.( HSR 14.62)

15 mm thick cement plaster 1:6 on the rough side of single or half brick wall (HSR 15.12)

The Prithvy Co Op L and C Society Ltd