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| 1 | Earthwork in excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10sqm on plan) including getting out and disposal of excavated earth, vegetation lead upto 50 m and for lift upto 1.5m, as directed by EIC.All Kinds of soils |
| 2 | Earthwork in excavation by mechanical means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for lift upto 1.5m, as directed by EIC.Hard Rock |
| 3 | Earthwork in excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10sqm on plan) including getting out and disposal of excavated earth, vegetation lead upto 50 m and for lift upto 3.0 m, as directed by EIC.All Kinds of soils |
| 4 | Earthwork in excavation by mechanical means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for lift upto 3.0 m, as directed by EIC.Hard Rock |
| 5 | Carriage and Carting of Earth by mechanical/ manual means up to lead 1KM and stacking at a place identified by the department |
| 6 | Dismantling R.C.C work by mechanical means and stockpiling at designated locations and disposal of dismantled materials up to a lead of 1 kilometre, stacking serviceable and unserviceable material separately including cutting reinforcement bars. |
| 7 | Filling the available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc.,in layers not exceeding 20 cm in depth and consolidating each deposited layer by ramming and watering lead upto 50m and for all lift as per instructions of EIC |
| 8 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) including levelling, compacting etc., complete |
| 9 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland/ Portland slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.:All works upto plinth levelConcrete of M25 grade with minimum cement content of 330 kg/cum |
| 10 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placig in position and binding all complete upto plinth level.Thermo-Mechanically treated bars of grade Fe-500D or more |
| 11 | Centering and shuttering including strutting, propping etc., and removal of form forFoundations, footings, bases of columns, etc., for mass concrete |
| 12 | Coursed rubble masonry (second sort) with hard stone in foundation and plinth with: Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 13 | 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster 1:3 (1 cement : 3 fine sand) finished neatly with sponge. Please Enable Macros to View BoQ information |
