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| 1 | Providing and laying Cement Concrete grade M-20 (Nominal mix 1:1.5:3)with 20 mm graded crushed stone aggregate, mixing shall be inmechanical mixer, laying with paver compacting by use of pin, plate /screed vibrators including form work by strong steel girders fixed byspikes, separation membrane 125 micron thick, i/c cutting of joints @ 4 to5 m interval & filling it with hot applied bituminous sealant (without dowelbars). (max. thickness 20cm) |
| 2 | Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-in-charge. 1:3:6 or richer mix |
| 3 | Demolishing brick work manually/by mechanical means includingstacking of serviceable material and disposal of unserviceablematerial within 50 meters lead as per direction of Engineer-in- In cement mortar |
| 4 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50 m and lift upto 1.5 m, disposed earth to be levelled and neatly dressed. all kind fo soil |
| 5 | Supplyingandfillinginplinthunderfloorsincluding, watering, ramming consolidating and dressing complete. Crusher stone dust |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering All work up to plinth level. Cement concrete grade M-10 (Nominal Mix) with 40 mm maximum size of stone aggregate |
| 7 | Providing and laying in position specified grade reinforced cement convrete excluding the cost of centering and shuttering, finishing and reinforcement - All work up to plinth level. Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate |
| 8 | Centering and shuttering including strutting, propping etc.and removal of form for : Foundations, footings, bases of columns, etc. For mass concrete. |
| 9 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated Bars |
| 10 | 40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 ( 1cement : 5 coarse sand) with joints finished flush. (minimum size of kota stone 0.25 sqm) Red sand stone |
| 11 | Structural steel work riveted, bolted or welded in built upsections, trusses and framed work, including cutting, hoisting, fixingin position and applying a priming coat of approved steel primer allcomplete: Please Enable Macros to View BoQ information |
