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| 1 | Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not excluding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled material up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately . [RCD SOR -2.06 ] |
| 2 | Earthwork in excavation for laying of different types and sizes of RCC spun pipes with disposal of excavated earth within initial lead and lift as per specification and direction of E/I. (i) For classification of soil item A.[3.3.1] |
| 3 | Providing coarse clean sand in filling in foundation tranches or in plinth including ramming and watering in layer not exceeding 150 mm thick with all leads and lifts including cost of all materials, labour, royalty and taxes all complete as per building a specification and direction of E/I.[5.1.10] |
| 4 | Providing designation 75B one brick on flat soling joints filled with local sand including cost of watering taxes royality all complete as per specifiacation and direction of E/1.[5.6.3] |
| 5 | Supplying 450 mm dia NP2 RCC Hume Pipe with collar…do…do…E/I |
| 6 | Providing labour for fitting and fixing 450 mm dia NP2 RCC Hume Pipe…do...do…E/I.[3.3.6.4] |
| 7 | Earthwork in back filling the trench after laying different types and sizes of RCC spun pipes..do….do…E/I.[3.3.2] |
| 8 | Disposal of excavated earth in borrow area of lead 1km(k) + 2km(p) |
| 9 | Providing and laying PCC M-20 with nominal mix (1:1.5.3)in position cement concrete of 5 specified grade excluding the cost of centering and shuttering-All work up to plinth level:[5.3.1.1] |
| 10 | Providing designation 75 B brick work with CM (1:6) in foundation …..do…..do….E/I.[5.2.6] |
| 11 | Plastering of 12 mm thickness with CM (1:6)…do…do…E/I. [5.7.3] |
| 12 | Providing 1.5 mm cement punning ….do….do….E/I. [5.7.11] |
| 13 | Providing precast RCC slab of M20 with nominal mix (1:1.5:3)on prepared chamber……..do…….do……..E/I. [5.3.4] |
| 14 | Providing TMT reinforcement bar ……...do……... do……….E/I. |
| 15 | (i)12 mm dia main bar [5.5.5 b] |
| 16 | (ii)10 mm dia longitudinal bar [5.5.5 a] |
| 17 | Earth work in excavation in foundation trenches in ordinary soil ( vide classification of soil item A) …..do… .do ….. specification and direction of E/I.5.1.1 |
| 18 | Providing, supplying & spreading of stone dust in filling in foundation tranches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of material, labour,royalty and taxes all complete as per specifications and directions of E/I. ( mode of measurement compacted volume) RCD 4/M004 |
| 19 | Making connection of drain or sewer the with existing manhole including breaking into and making good the walls, floors with cement concrete for pipes 100 to 250mm dia……. do…... do…. as per direction of Ε/I.[dsr 19.21.2] |
| 20 | Providing and laying 80 mm thick factory made cement concrete interlocking paver block of M-40 grade made by block making machine with strong vibration compaction, of approved size, design and shape, laid in required colour and pattern over bed as per relevant IRC Code, filling the joints with fine sand etc., all complete as per direction of Engineer-in-charge. [SOR 4.23(B)] |
| 21 | Carriage of Materials |
| 22 | Sand 1Km(K) + 5Km(P) |
| 23 | Cement 5Km(P) |
| 24 | Chips 1Km(K) + 40Km(P) |
| 25 | Bricks 1Km(K) + 7Km(P) |
| 26 | Reinforcement bar 5Km(P) |
| 27 | Hume Pipe 5 Km(P) |
| 28 | Add 18% GST |
| 29 | Adding Labour Cess @ 1% |
| 30 | For Sign board and Photography Please Enable Macros to View BoQ information |
