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| 1 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. |
| 2 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 3 | Demolishing Cement concrete block work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.. |
| 4 | In cement mortar |
| 5 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m,as directed by Engineer-in-Charge. |
| 6 | All kinds of soil |
| 7 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. |
| 8 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 9 | 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) |
| 10 | 1:3:6 (1 Cement : 3 coarse sand(zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 11 | 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 : |
| 12 | 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) |
| 13 | Centering and shuttering including strutting, propping etc. and removal of form for: |
| 14 | Lintels, beams, plinth beams, girders, bressumers andcantilevers |
| 15 | Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.. |
| 16 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 17 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 18 | Providing and laying precast machine moulded solid blocks in block masonry of specified thickness with blocks of grade D5 with minimum compressive strength 5N/sqmm and block density 1800kg/cum conforming to is 2185 nominal size 300x200x150 mm in cement concrete 1:4:8 (1 cement:4 coarse sand :8 graded stone aggregate 12 mm nominal size ) with cement mortar 1:6( 1 cement:6 coarse sand)including scaffolding raking out joints and filling joints with cement mortar finishing neatly etc. above plinth level upto all floor level all complete as per the direction of engineer in charge |
| 19 | Providing and laying precast machine moulded solid blocks in block masonry of specified thickness with blocks of grade D5 with minimum compressive strength 5N/sqmm and block density 1800kg/cum conforming to is 2185 nominal size 300x200x150 mm in cement concrete 1:4:8 (1 cement:4 coarse sand :8 graded stone aggregate 12 mm nominal size ) with cement mortar 1:6( 1 cement:6 coarse sand)including scaffolding raking out joints and filling joints with cement mortar finishing neatly etc. above plinth level upto all floor level all complete as per the direction of engineer in charge |
| 20 | with available cement concrete blocks Please Enable Macros to View BoQ information |
