|
| 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, includinggetting out the excavated soil and disposal of surplus excavated soil as directed,within a lead of 50 m. A. All kinds of soil 80%. |
| 2 | B. Ordinary rock 20%. |
| 3 | 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 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 4 | Dumping stone excluding cost of stones. in Horizontal on level |
| 5 | Centering and shuttering including strutting, propping etc. and removal of formwork for :A. Foundations, footings, bases for columns. |
| 6 | Retaining walls, return walls, walls (any thickness) including attached pilasters,buttresses, plinth and string courses fillets, kerbs and steps etc. |
| 7 | Reinforced cement concrete work in walls (any thickness), including attachedpilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers,abutments, posts and struts etc. above plinth level up to floor five level,excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mmnominal size) |
| 8 | Silt clearance from canals. Inclusive of initial lead and lift ( 50m & 1.5m respectively) Dry. |
| 9 | Steel reinforcement for R.C.C. work including straightening, cutting, bending,placing in position and binding all complete upto plinth level. |
| 10 | Structural steel work in single section, fixed with or without connecting plate,including cutting, hoisting, |
| 11 | Carriage of material by mechanical transport. A. Sand an avg lead 10 kms. |
| 12 | B. Stone agg an avg lead 120 kms. Please Enable Macros to View BoQ information |
