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| 1 | Clearance of drain including disposal of surplus Mulba with disposal upto 50M lead and lift up to 1.5M |
| 2 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches forfoundations, 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: AKS |
| 3 | 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 20 mm nominal size) |
| 4 | 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) |
| 5 | 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 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 6 | Stone filling hand packedin horizantal on level including costof stone behind R/Wall |
| 7 | Polygonal/Random Rubble masonry uncoursed brought to course in 1:6 fine sand mortar in foundation and plinth width cement mortar 1:6 |
| 8 | Polygonal/Random Rubble masonary laid dry uncoursed brought to course in foundation and plinth with bound stone |
| 9 | Providing and filling hand packed stone in wire crates including cost of stone and crates (NSI) |
| 10 | Providing and laying non-pressure of specified class R.C.C. pipesincluding collars/spigot jointed with stiff mixture of cement mortar in theproportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc.complete.20.6.1.2 1000 mm dia. R.C.C. pipe |
| 11 | Construction of GSB by providing closed graded material locally available confirming to technical specification |
| 12 | Excavating, supplying and filling of local earth (including royalty)by mechanical transport upto a lead of 5 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. |
| 13 | Centering and shuttering including strutting, propping etc. and removal of form work for: |
| 14 | Sand for an average distance of 150 km by MT |
| 15 | Aggregate 40 mm normal size for an average distance of 40 km by MT |
| 16 | Aggregate 20 mm normal size for an average distance of 15 km by MT Please Enable Macros to View BoQ information |
