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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: All kinds of soil :100% |
| 2 | Providing,and laying,stone filling/soling including levelling complete as per specifications and directions of Engineer-in-Charge |
| 3 | 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) |
| 4 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 5 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing inposition and binding all complete upto plinth level5.22.1 Mild steel and medium tensile steel bars |
| 6 | Providing and making wire crate structure Including cost of wire crates and stones complete as per direction of eingineer in charge. |
| 7 | CEMENT CONCRETE (CAST-IN-SITU)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) |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form work for Foundations, footings, bases for columns |
| 9 | Dumping/filling stone including cost of stones. in Horizontal on level |
| 10 | 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 |
| 11 | Slip Clearance IIn soils; mixed with moorum/Kankar/shingle/boulders; disposal lead upto 50 m and lift upto 1.5 m. |
| 12 | Carriage of material by mechanical transport including loading/unloading and stacking complete from source to site of work Sand/stone agg avg lead upto 30 kms avg |
| 13 | Carriage of material by mechanical transport including loading/unloading and stacking complete from source to site of work Stone avg lead upto 18 kms avg Please Enable Macros to View BoQ information |
