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| 1 | Demolition of cement concrete unreinforced in ground floors, kota stone, granite flooring, tiles flooring and pavings not exceeding 15cm thickness (below or above ground level) and removal unserviceable materials, debris and rubbish outside MoD land and location to be find out by contractor himself complete all as specified & directed by Engineer-in-charge. |
| 2 | M&L 75mm thick plain cement concrete (1:4:8) type D-2 using 40 mm graded crushed stone aggregate in sub base as in foundation, filling and mass concrete complete all as specified & directed by Engineer-in-charge.. |
| 3 | M&L for 100mm thick plain cement concrete (1:2:4) type B-1 using 20 mm graded crushed stone aggregate as in flooring/ hard standing path and finishing the concrete surface even & smooth without using extra cement complete all as specified & directed by Engineer-in-charge. |
| 4 | Dismantling stone slab,interlocking paver blocks & tiles of any description or thickness in floors, aprons etc laid dry or laid dry and pointed, stacking serviceable material and removal unserviceable materials, debris and rubbish to a distance not exceeding 100m complete all as specified & directed by Engineer in charge. |
| 5 | M&L 60 mm thick, M-35 grade, machine pressed precast concrete inter locking paver block with grey cement and pigment, confirming to IS 15658-2006, shape & size as approved by Engineer-in-charge, laid over and including 25mm thick sand cushioning complete all as specified & directed by Engineer-in-charge. |
| 6 | Laying only 60 mm thick, M-35 grade, machine pressed precast concrete inter locking paver block with grey cement and pigment, confirming to IS 15658-2006, obtained from dismantling laid over and including 25mm thick sand cushioning complete all as specified & directed by Engineer-in-charge. |
| 7 | M&L 60 mm thick, M-35 grade, rubber moulded, machine pressed precast concrete inter locking paver block using colour pigment, confirming to IS 15658-2006, shape & size as approved by AGE(I), laid over and including 25mm thick sand cushioning complete all as specified & directed by Engineer-in-charge. |
| 8 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete all as specified & directed by Engineer in charge. |
| 9 | M&L plain cement concrete (1:2:4) type B-1using 20mm graded crushed stone aggregate as in kerbs or benching complete all as specified & directed by Engineer-in-charge. |
| 10 | M&L rubble moulded chequered cement concrete tiles 30cm x 30cm x 20-25 mm thick, using colour pigment, set, jointed with neat cement slurry and pointed with white cement and pigment to match over and including screed bed or bedding layer of 20mm thick in CM (1:4) all as specified and directed by Engineer-in-charge. |
| 11 | M&L preparing plastered or unplastered surfaces of walls and kerb stones and applying two coats of synthetic enamel paint (superior tint) complete all as specified & directed by Engineer-in-charge. |
| 12 | M&L Vitrified Endura Tiles 10 mm thick exc 0.09 Sqm but n exc 0.18 Sqm including 15 mm thick Screed bed or bedding layer of mortar with CM 1:6 for laying floor finishes Please Enable Macros to View BoQ information |
