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| 1 | Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 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.: |
| 2 | Supplying and stacking at site Graded crushed stone aggregate of size 63 mm to 45 mm |
| 3 | Supplying and stacking at site Stone screening of size |
| 4 | Supplying and stacking at Good Earth |
| 5 | Providing and laying non-pressure of specified class R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc.complete.600 mm dia. R.C.C. pipe |
| 6 | Providing and laying non-pressure of specified class R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc.complete 900 mm dia. R.C.C. pipe |
| 7 | Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 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.: |
| 8 | CEMENT CONCRETE (CAST-IN-SITU)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:1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size). |
| 9 | CEMENT CONCRETE (CAST-IN-SITU)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). |
| 10 | Hand pavcking stone filling behind R/Wall including supplying of stone. |
| 11 | Providinf and laying of Gabion wire crates including wire and stone. |
| 12 | Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete |
| 13 | Carriage of material by loading unloading complete sand for an avg.24km by MT |
| 14 | Carriage of material by loading unloading complete bajree for an avg.24 km by MT |
| 15 | Carriage of material by loading unloading & Stacking Complete stone aggregate above 40mm avg lead 24km by MT |
| 16 | Carriage of material by loading unloading & Stacking Complete stone aggregate below 40mm avg lead 24km by MT |
| 17 | Carriage of material by loading unloading & Stacking Complete 600mm dia Hume pi[pe avg lead 60km by MT |
| 18 | Carriage of material by loading unloading & Stacking Complete 900mm dia Hume pi[pe avg lead 60km by MT Please Enable Macros to View BoQ information |
