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| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) over areas(exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) includinggetting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, asdirected by Engineer-in-charge. All kinds of soil |
| 2 | Surface dressing of the ground including removing vegetation and in-equalitiesnot exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to1.5 m.All kinds of soil |
| 3 | Dry stone pitching ( any thickness ) including cost of stones. On Horizontal. |
| 4 | Providing and laying in position cement concrete of specified grade excluding thecost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 gradedstone aggregate 40 mm nominal size derived from natural sources) |
| 5 | Random rubble masonry with hard stone in foundation and plinth includinglevelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 gradedstone aggregate 20 mm nominal size) upto plinth level with :Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 6 | Random rubble masonry with hard stone laid dry in foundation, plinth &wallsLaid without bond stone |
| 7 | Providing and laying in position cement concrete of specified grade excluding thecost of centering and shuttering - All work up to plinth level :1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 gradedstone aggregate 20 mm nominal size derived from natural sources) |
| 8 | Centering and shuttering including strutting, propping etc. and removal of formwork for :Foundations, footings, bases for columns |
| 9 | Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4(1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 20mm nominalsize). |
| 10 | Filling available excavated earth (excluding rock) in trenches, plinth, sides offoundations etc. in layers not exceeding 20cm in depth, consolidating eachdeposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 11 | Earth work in rough excavation, banking excavated earth in layers not exceeding20cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller orwooden or steel rammers, and rolling every 3rd and top-most layer with powerroller of minimum 8 tonnes and dressing up in embankments for roads, floodbanks, marginal banks and guide banks or filling up ground depressions, leadupto 50 m and lift upto 1.5 m : All kinds of soil |
| 12 | Carriage of material from source to site of work by MT Cement & Steel an avg lead…........................... 45 km |
| 13 | Sand & S/ agg an avg lead …....................... 15 km |
| 14 | Stone an avg lead ….................................. 08 Please Enable Macros to View BoQ information |
