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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. 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 excluding cost of stones. in Horizontal on level |
| 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 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns |
| 7 | Hand-packing stones in wire-crates; excluding cost of crates and stones |
| 8 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 9 | 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 600 mm dia. R.C.C. pipe |
| 10 | Supply of Stone soling/boulder (nallah) nominal size 225 mm |
| 11 | Supply of crate mesh (4\\"*4\\") ( including carriage of mechnical transport). |
| 12 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. |
| 13 | Carriage of Materials from source upto road site by Mechanical transport including cost of loading unloading and stacking Soling Boulder avg. lead of 8 km |
| 14 | 600mm dia RCC spun pipes for av lead 08km |
| 15 | Sand for av lead 22km |
| 16 | 40mm stone aggregate from av lead 10km |
| 17 | 20mm stone agg for av lead 10 km |
| 18 | Cement for av lead 5km |
| 19 | Steel for av lead 5km |
| 20 | Extra carriage of Materials from road site to site of work by Manual labour Including loading unloading and stacking Avg. Lead 100 mtr.Stone boulder |
| 21 | RCC spun pipes |
| 22 | 40mm stone agg |
| 23 | 20mm stone agg |
| 24 | Cement |
| 25 | Steel |
| 26 | Crate mesh Please Enable Macros to View BoQ information |
