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| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) over areas(exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) includinggetting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, asdirected by Engineer-in-charge.a)All kinds of soil:-80% |
| 2 | b)Ordinary rock:-20% |
| 3 | Providing and laying of MS pipe 300mm dia in position including with complete job and carriage of material. |
| 4 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 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 | Dumping stone including cost of stones. in Horizontal on level |
| 7 | Reinforced cement concrete work in beams, suspended floors, roofs havingslope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain windowsills, staircases and spiral stair cases above plinth level up to floor five level,excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). |
| 8 | Steel reinforcement for R.C.C. work including straightening, cutting, bending,placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 9 | Centering and shuttering including strutting, propping etc. and removal of formwork for :a) Foundations, footings, bases for columns |
| 10 | b)Retaining walls, return walls, walls (any thickness) including attached pilasters,buttresses, plinth and string courses fillets, kerbs and steps etc. |
| 11 | 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. |
| 12 | Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like. |
| 13 | Providing and fixing of steel gate including complete job with carriage |
| 14 | Carriage of material by MT from source to site of work, incl. loading, unloading complete a)Cement and Steel an avg lead 70 km |
| 15 | b)Sand an avg lead 15 Km |
| 16 | c)Stone agg an avg lead 55 Km |
| 17 | Carriage of material by headload including loading unloading and stacking. a)Cement and Steel an avg lead 200 mtrs |
| 18 | b)Sand and Stone agg an avg lead 200 mtrs |
| 19 | c)Stone an avg lead 500 mtrs Please Enable Macros to View BoQ information |
