SEES/SHIMLA-299/2021-22

Amount

Excavation in foundation,in all kind of soil trenches etc. in earth work, in all lifts, stacking the excavated soil not more than 3mtr.clear from the edge of the excavation and then returning the stacked soil in 15cm.layer when reqired into plinths,sides of foundation etc.consolidating each deposited layer by ramming & watering and then disposing of all surplus excavated earth within all leads & lift as per the directions of Engineer-in-charge

Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density).

Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.

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) : 8 graded stone aggregate 40 mm nominal size)

Providing and Laying of 40mm/20mm well graded aggreagtes in Sub Station Yard

Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand)

Providing weapholes in brick masonry / stone masonry /plain reinforced concrete abutment, wing wall, return wall with 110 mm dia PVC pipe extending through the full with of the structures with slop of 1(v):20(H) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7 Providing weep holes in plain retaining/reinforcement/Breast wall with 110mm dia. PVC pipe

VINAY ENTERPRISES

GULAM MOHIDEEN MIR