Earth work in bulk excavation by manual means over areas (exceeding 30 cm indepth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earthlead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil :
2
Providing and laying in position cement concrete of specified grade including curing butexcluding the cost of centring and shuttering. All work upto plinth level with:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)g.
3
Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
4
Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs andsteps etc.
5
Dry stone pitching (any thickness) excluding cost of stones. On Horizontal
6
Grouting of stone pitching using M-10 nominal mix concrete (max. size of aggregates; 20mm nominal) @ 3.65 cum per 100 sq m onhorizontal/side slopes; complete including curing.
7
supply of stones
8
Carriage of stone by an avg 5 km by MT and 200m by HL
9
carriage of sand &agg by avg 5km by Mt and 200m by HL Please Enable Macros to View BoQ information
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