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| 1 | Earth work in bulk excavation by mechanical eans (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. All kinds of soil. |
| 2 | 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 earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil. |
| 3 | Dumping stone in Horizontal on level including cost of stone. |
| 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: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 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 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 6 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form work for Foundations, footings, bases for columns |
| 8 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-mechanically Treated bars of grade Fe-500D or more. |
| 9 | 12mm Cement plaster of mix 1 : 4 ( 1 cement : 4 fine sand) |
| 10 | Hire charges of J.C.B including fuel, driver and Crawling charges etc complete job |
| 11 | Hire charges of Tractors including driver, Fuel etc complete job |
| 12 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipeswith collars jointed with stiff mixture of cement mortar in the proportionof 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete 250 mm dia. R.C.C. pipe |
| 13 | Providing and fixing of Sign Board |
| 14 | Carriage of materials from source upto Road site of work by M.T. and H.L 100mtrs avg |
| 15 | Stone aggregates 40mm by an average lead of 12 km. |
| 16 | Stone aggregates 20mm by an average lead of 12 km. |
| 17 | Sand by an av lead of 12 km. |
| 18 | Cement by an av lead of 05 km |
| 19 | Steel by an av lead of 05 km |
| 20 | Stones by an av lead of 15 km Please Enable Macros to View BoQ information |