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| 1 | Left Gunthal Khul |
| 2 | 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 : |
| 3 | 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. |
| 4 | Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns |
| 5 | 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. |
| 6 | Dry stone pitching (any thickness) excluding cost of stones. On Horizontal |
| 7 | 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. |
| 8 | supply of stones |
| 9 | Carriage of stone by an avg 5 km by MT and 200m by HL |
| 10 | carriage of sand &agg by avg 5km by Mt and 200m by HL |
| 11 | Lower Gunthal Khul |
| 12 | 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 : |
| 13 | 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. |
| 14 | Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns |
| 15 | 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. |
| 16 | Dry stone pitching (any thickness) excluding cost of stones. On Horizontal |
| 17 | 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. |
| 18 | supply of stones |
| 19 | Carriage of stone by an avg 5 km by MT and 200m by HL |
| 20 | carriage of sand &agg by avg 5km by Mt and 200m by HL Please Enable Macros to View BoQ information |
