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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. All kinds of soil a)All kinds of soil :-70% |
| 2 | b)Ordinary rock:-30% |
| 3 | Extra for every additional lift of 1.5 m or part thereof in excavation / bankingexcavated or stacked materials.A)All kinds of soil:-70% |
| 4 | b)Ordinary or hard rock:-30% |
| 5 | Dumping stone including cost of stones in Horizontal on level |
| 6 | Random rubble masonry with hard stone laid dry in foundation, plinth &walls Laid with bond stone |
| 7 | Random rubble masonry with hard stone in foundation and plinth includinglevelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 gradedstone aggregate 20 mm nominal size) upto plinth level with :Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 8 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 9 | Providing and laying in position specified grade of reinforced cement concrete,excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 10 | Steel reinforcement for R.C.C. work including straightening, cutting, bending,placing in position and binding all complete above plinth level.Thermo Mechanically Treated bars of grade Fe-500D or more. |
| 11 | Centering and shuttering including strutting, propping etc. and removal of formwork for :a)Foundations, footings, bases of columns, etc. for mass concrete |
| 12 | b)Suspended floors, roofs, landings, balconies and access platform |
| 13 | Constructing vertical bunds with sloping faces, by boulder filling (dry, hand packed tightly); including cost of stones and cost of wirecrates carriage complete job |
| 14 | Carriage of material by MT from source to site of work, incl. loading, unloading complete a)Cement an avg lead 115km |
| 15 | b)Sand an avg lead 50 km |
| 16 | c)Stone Agg an avg lead 50 km |
| 17 | d)Stone agg an avg lead 10km Please Enable Macros to View BoQ information |
