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| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) infoundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. A. All kinds of soil 90% |
| 2 | B. Ordinary rock 10%. |
| 3 | Dumping stone including cost of stones.in horizontal level. |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost 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 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost 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) |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form work for :A. Foundations, footings, bases for columns |
| 7 | B. Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. |
| 8 | 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. |
| 9 | Constructing vertical bunds with sloping faces, by boulder filling (dry, hand packed tightly); including cost of stones but excluding cost of wirecrates |
| 10 | Making knitted wire crates of approved mesh-size; including weaving, binding sides and partitions, and binding top after filling; excluding cost of filling, stones and weaving materials |
| 11 | Supply of crate wirte carriage complete job. A. Crate wire. |
| 12 | B. Lid |
| 13 | Carriage of material by mechanical transport. A. Soling stone for an avg lead of 10 kms. |
| 14 | B. Sand an avg lead of 20 kms. |
| 15 | C. Stone agg an avg lead of 20 kms. |
| 16 | D. Cement an avg lead of 220 kms. |
| 17 | Carriage of material by manual labour. A. Soling stone an lead of 250 mtrs. |
| 18 | B. Sand an avg lead of 250 mtrs. |
| 19 | C. Stone agg an avg lead of 250 mtrs. |
| 20 | D. Cement an avg lead 250 mtrs. Please Enable Macros to View BoQ information |
