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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 earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge.All kinds of soils. |
| 2 | Earth work in bulk excavation by mechanical 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 soils. |
| 3 | Slip clearance: |
| 4 | In ordinary soils disposal lead upto 50 m and lift up to 1.5 m. |
| 5 | In soils; mixed with moorum / Kankar /shingle/boulders; disposal lead up to 50 m and lift up to 1.5 m. |
| 6 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work up to plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).All work upto plinth level |
| 7 | Providing and laying in position cement concrete in retaining walls, return walls, walls (any thickness) including curing but excluding the cost of centering and shuttering.with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) |
| 8 | Hand-packing stones in wire-crates; excluding cost of crates and stones |
| 9 | Dumping stone excluding cost of stones. in Horizontal on level |
| 10 | Filling empty cement bags with sand/ earth; including cost of sewing and strings; excluding cost of bags and earth/ sand including Loading/Unloading sand/ earth filled bags in lorries: lead upto 50m |
| 11 | Centering and shuttering including strutting, propping etc. and removal of form work. |
| 12 | Supply of G.I crates |
| 13 | Supply of Nallah stones |
| 14 | Supply of EC bags |
| 15 | Supply of polythene |
| 16 | Supply of earth |
| 17 | Carriage of stones from average 08 km by mechanical transport and av 250 mt by head load |
| 18 | Carriage of sand from average 15 km by mechanical transport and av 250 mt by head load |
| 19 | Carriage of aggregates 40 mm from average 15 km by mechanical transport and av 250 mt by head load |
| 20 | Carriage of aggregates 20 mm from average 15 km by mechanical transport and av 250 mt by head load |
| 21 | Carriage of cement from average 5 km by mechanical transport and av 250 mt by head load |
| 22 | Supply of Cutters for removal of encroachments @2500/no./day |
| 23 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering , lead upto 50 mtrs & lift upto 1.5 mtrs. |
| 24 | Arrangement of JCB. |
| 25 | Arrangement of Poklain. |
| 26 | Supply of Labour (skilled) |
| 27 | Supply of Labour (unskilled) |
| 28 | Arrangement of tractor Please Enable Macros to View BoQ information |
