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| 1 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. |
| 2 | All kinds of soil :(85%) |
| 3 | Ordinary Rock (15%) |
| 4 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: |
| 5 | All kinds of soil : |
| 6 | Ordinary Rock |
| 7 | Hard Rock (Requiring Blasting ) |
| 8 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form work for: |
| 10 | Foundations, footings, bases of columns etc. for mass concrete. |
| 11 | Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs andsteps etc. |
| 12 | Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: Cement mortar 1:6 (1 Cement : 6 coarse sand) Nallah |
| 13 | Hand packed filling 50% stone inculding cost of stone & 50% earth filling |
| 14 | Dry random rubble masonry with hard stone in foundation and plinth:Without bond stone Nallah |
| 15 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 16 | Carriage of material by Mechanical Transport |
| 17 | Carriage of Stone an avg. lead of 02 km by MT |
| 18 | Carriage of Sand an avg. lead of 20 km by MT |
| 19 | Carriage of Bajiri an avg. lead of 20 km by MT |
| 20 | Carriage of stone agg. (above 40mm) an avg. lead of 20 km by MT |
| 21 | Carriage of Excavated earth an avg. lead of 01 km by MT Please Enable Macros to View BoQ information |
