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| 1 | (Slip Clearance) |
| 2 | In ordinary soils disposal lead upto 50 m and lift upto 1.5 m.(50%) |
| 3 | In soils; mixed with moorum/Kankar/shingle/boulders; disposal lead upto 50 m and lift upto 1.5 m (30%). |
| 4 | In soils; mixed with Decomposed Rocks; by blasting or any other means (20%) |
| 5 | Earth work in excavation by manual means in trenches for foundations, 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:1 meter from cutting edge All kinds of soil : |
| 6 | 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) |
| 7 | 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) with 20% boulders |
| 8 | Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: Cement mortar 1:6 (1 Cement : 6 coarse sand)Nallah |
| 9 | Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone Nallah |
| 10 | 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) |
| 11 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns |
| 12 | Dumping stone including cost of stones. in Horizontal on level. 50% & 50% Earth |
| 13 | CARRIAGE OF MATERIALSBy Mechanical Transport including loading, unloading and stacking complete |
| 14 | Carriage of Stone avg lead of 05 km by MT & 200 mtr HL |
| 15 | Carriage of Sand avg lead of 10 km by MT & 200 mtr HL |
| 16 | Carriage of Stone agg 20 mm n size avg lead of 10 km by MT & 200 mtr HL |
| 17 | Carriage of Stone agg 40 mm n size avg lead of 10 km by MT & 200 mtr HL Please Enable Macros to View BoQ information |
