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| 1 | Earth work in excavation by mannual meansover areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 Sqm in plan) including disposal of excavated earth, lead up to 50 meters and lift up to 1.50 m, as directed by engineer in charge. All kinds of soil |
| 2 | Providing and Laying cement concrete in retaining walls, Return Walls, Walls (any thickness) including attached pilasters, columns, pires, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, copings, bed blocks, enchor blocks, plain window sills, fillets etc upto floor V level, including curing but excluding the cost of centering, shuttering and finishing with: 1:3:6 (1 cement 3 coarse sand 6 graded stone aggregrate 20 mm nominal size). |
| 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. 1:2:4 (1 cement 2 coarse sand 4 graded stone 20 mm nominal size). |
| 4 | Centering and shuttering including strutting, propping etc. and removal of form work for foundation, footings , bases for columns. |
| 5 | Providing and laying in position cement concrete of specified grade including curing but including the cost of centring and shuttering. All work upto plinth level with. 1:3:6 ( 1 cement 3 coarse sand 6 graded stone aggregrate 20 mm nominal size). |
| 6 | Random Rubble Masonry with hard stone in foundation and plinth including levelling up with cement concrate 1:6:12 (1 cement 6 coarse sand 12 graded stone aggregate 20 mm nominal size ) upto plinth level. Cement mortar 1:6 ( 1 cement 6 coase sand). Full Rate |
| 7 | Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete 40mm thick with 20 mm nominal size stone aggregate. |
| 8 | 12mm Cement plaster of mix: 1 : 4 ( 1 cement : 4 fine sand) |
| 9 | Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete |
| 10 | Carriage of stones from source to site of work av. Distance 1 km by head load |
| 11 | Carriage of sand and stone aggregrate below 20MM form crusher to site of work average distance of 15 KM by MT and 1100 M by head load |
| 12 | Carriage of sand and stone aggregrate below 20MM form crusher to site of work average distance of 10 KM by MT and 500 M by head load |
| 13 | Carriage of stone aggregrate below 40MM and above form crusher to site of work average distance of 15 KM by MT and 1100 M by head load Please Enable Macros to View BoQ information |
