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| 1 | Earth work in excavation by mechanical means (hydraulic excavator) 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, within a lead of 50 metres: 1 All kinds of soil : |
| 2 | Supplying and stacking at site Graded crushed stone aggregate of size 63 mm to 45 mm |
| 3 | Supplying and stacking at site Stone screening of size 13.2 mm nominal size (Type A) |
| 4 | Supplying and stacking at site Stone screening of size 11.2 mm nominal size (Type B) |
| 5 | Supplying and stacking at site Moorum |
| 6 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening /binding material to fill up interstices of coarse aggregate, watering and compacting to the required density. |
| 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: 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) |
| 8 | 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) |
| 9 | RANDOM RUBBLE MASONRYRandom 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 andcuring complete with:1 Cement mortar 1:6 (1 Cement : 6 coarse sand) |
| 10 | Dry random rubble masonry with hard stone in foundation and plinth: With bond stone. |
| 11 | Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete |
| 12 | Dumping stone excluding cost of stones. in Horizontal on level |
| 13 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each depositedlayer by ramming and watering, lead upto 50 m and lift upto 1.5 m |
| 14 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns |
| 15 | Providing and laying non-pressure of specified class R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc.complete. |
| 16 | Carriage of material by mechanical transport including loading/unloading and stacking complete from source to site of work 600 mm dia. R.C.C. pipe Lead 50 kms avg |
| 17 | Carriage of material by mechanical transport including loading/unloading and stacking complete from source to site of work Sand Lead 60 kms avg |
| 18 | Carriage of material by mechanical transport including loading/unloading and stacking complete from source to site of work Stone agg.below 40 mm Lead 22 kms avg |
| 19 | Carriage of material by mechanical transport including loading/unloading and stacking complete from source to site of work Stone agg.Above 40 mm Lead 22 kms avg |
| 20 | Carriage of material by mechanical transport including loading/unloading and stacking complete from source to site of work Stone Lead 20 kms avg Please Enable Macros to View BoQ information |
