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| 1 | Demolition of cement concrete (unreinforced) in ground floor and paving exc.15 cm thickness above ground level and removing the rubbish outside MoD land complete all as specified & directed. |
| 2 | Material and labour for 75mm thick PCC 1:4:8 type D-2 ( using 40mm graded stone aggregate) thick as in sub base of floor surface finished even & rough to receive floor topping complete all as specified and directed. |
| 3 | Material and labour for 100mm thick PCC (1:2:4) type B-1 ( using 20mm graded stone aggregate) as in floor surface finished even & rough complete all as specified and directed. |
| 4 | Material and labour for chequered cement concrete tiles glossy finished 300mmx300mmx22mm thick made by table vibratory method set, jointed and pointed in neat cement slurry as in floors with grey cement & pigment tiles laid over and including 15mm thick screed bed or bedding layer in cm 1:6 complete all as specified and directed. |
| 5 | M&L for sand filling under floors or in foundations including watering and consolidation for Interlocking paver block and similar works etc complete all as specified and directed. |
| 6 | M&L for vibrator finished rubber moulded concrete coloured interlocking paver block of approved shape and size confirming to IS 15658-2006 of 60 mm thickness with grey cement and pigment, M-35 Grade of approved colour and design complete all as specified and directed |
| 7 | M&L for vibrator finished rubber moulded concrete coloured interlocking paver block of approved shape and size confirming to IS 15658-2006 of 80 mm thickness with grey cement and pigment, M-40 Grade of approved colour and design complete all as specified and directed |
| 8 | M&L for 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 and as directed by Engineer-in-Charge. |
| 9 | Material and labour for PCC 1:2:4 type B-1 ( using 20mm graded stone aggregate) as in roof kerbs or mud stops, rounded or chamfered on edge complete all as specified and directed. |
| 10 | M&L for cement concrete work in pavement/hard-standing of flexural strength 40kg/per square centimetre in field using 400 kg of cement per cubic metre,thickness of concrete 25 cm or less etc.complete all as specified and directed. |
| 11 | M&L for Forming 12 mm thick expansion joint filled with preformed bituminous filler & top 30 mm primed and sealed with compound grade 'A' for 200mm thick & below concrete complete all as specified & directed. |
| 12 | M&L for Forming contraction(dummy) joints 30mm deep x 10 mm wide filled with sealing compound grade 'A' complete all as specified & directed. |
| 13 | M&L for forming Construction joint 30mm deep x 10mm wide filled with sealing compound Grade 'A', complete all as specified & directed. M&L for disconnecting from the existing location cutting off worn out aluminium cable end and Supply, laying and testing in replacement cable XLPE Insulated ,screened, PVC bedded,galvanized steel strip or wire armoured,electric power cables (heavy duty) 1100 Volts grade with stranded aluminium conductor of size 35 sq mm 3.5 core including taking out existing cable of any size. Please Enable Macros to View BoQ information |
