Construction of 3rd Additional 160MVA TF Plinth and allied civil works at 220kv ss Kharar

Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work isnot involved and not exceeding 2.0 metres 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 lead of 30 metres.

Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% excavated from outside the building plinth in 15 cm layers including ramming, watering and consolidating lead upto 30 metres

Cement concrete 1:6:12 mixing by mechanical means using concrete mixer volumetric type

Cement concrete 1:8:16 With stone aggregate 40mm gauge mixing by mechanical means using concrete mixer volumetric type

Cement concrete 1:5:10 mixing by mechanical means using concrete mixer volumetric type

CC 1:2:4 mixing by mechanical means using concrete mixer volumetric type

Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated in fdn

Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated in S/S

Damp proof course 4cm thick of cement concrete 1:2:4 with 2 coats of bitumen 20/30 penetration at 1.65 Kg per sqm laid hot and sanded

Extra for using needle vibrator where not included in the rates .