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| 1 | Earthwork in excavation by mechanical means (hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sq.m on plan) including disposal of excavated earth lead upto 50 m and lift upto 1.5m disposed earth to be leveled and neatly dressed including providing barricading, danger lighting guarding as directed in : |
| 2 | All kinds of soil |
| 3 | All types of Ordinary rock including all types of laterite rock, blasting prohibited |
| 4 | Extra for additional depth of 1.5 m or part thereof in: a) All types of soil |
| 5 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. |
| 6 | Providing & laying cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering, shuttering and finishing in: a) All works upto plinth level |
| 7 | Centering & shuttering including Strutting, Propping & removal of forms for : |
| 8 | Foundations, Footings, Bases for columns |
| 9 | Vertical surfaces such as retaing walls, return walls, Partitions, walls (any thickness) including attached Pilasters, Buttresses, Plinth and string courses, Fillets and the like |
| 10 | Providing TMT steel reinforcement bars of (SAIL, TATA. VIZAG, JSW Steel Ltd.) ) (Confirming to IS 1786 of 1986) for RCC work (conforming to I.S. 1786 of 1986) including bending, binding & placing in position in all the floors along with the factory made precast concrete cover blocks of specified sizes whose compressive strength is not less than that of surrounding concrete in the structural member. |
| 11 | Providing and laying in position (1:11/2:3) Reinforced cement conrete excluding the cost of centering, shuttering, finishing and reinfrocement (1 cement: 1½ coarse sand:3 graded stone agg 20mm nominal size) a) All works upto plinth level |
| 12 | Refilling the pipeline/foundation trenches plinth sides, foundation etc. with available excavated earth in layers not exceeding 20 cm depth consolidating each layer ramming and watering lead upto 50 M and all lifts and disposal of surplus earth as directed by Engineer in Charge. |
| 13 | CARRIAGE OF MATEIALS(B) By mechanical transport including loading, unloading and stacking(A) Lime,building rubbish, manure sludge, moorum excavated rock(ii) Earthupto 10 km |
| 14 | 12mm cement plaster 1:3 (1 cement : 3 fine sand) |
| 15 | Neat Cement punning |
| 16 | Extra for providing and mixing water proofing material proportion recommended by the manufacturers.a) 12mm cement plaster 1: 3 (1 cement : 3 sand) |
| 17 | Painting three or more coats with acryllic exterior paint of approved brand and manufacture (Such as Dulex/ Asian Paints/ Sherwin Willians) including applying one coat of cement primer and one coat of surface treatment etc. complete. |
| 18 | Stacking of material like soling of material like soling stone, aggregates, sand boulders, laterite stone etc. for measurements. |
| 19 | Supplying & spreading of 40/202mm basaltic or granitic stone aggregate in the switchyard. Please Enable Macros to View BoQ information |
