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| 1 | Earth work in excavation for laying of different types and sizes of R.C.C. spun pipes with disposal of excavated earth within intial lead and lift as per specification and direction of E/I. (I). For classification of soil item-A (3.3.1) |
| 2 | Providing course 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) |
| 3 | Providing designation 75B one brick on flat soling joints filled with local sand including cost of watering taxes royality all complete. buiniding specifiacation and as per direction of E/I.(5.6.3) |
| 4 | Supplying 450mm dia NP2 RCC hume pipe with collar …do…do ..direction of E/I |
| 5 | Providing labour for fitting and fixing 450mm dia NP2 RCC hume pipe .. do..do…direction of E/I |
| 6 | Earth in back filling the trench after laying different types and sizes of RCC spun pipes …do…do..E/I [3.3.2] |
| 7 | Disposal of excavated earth in borrow area of lead 1km(k)+2km (p) |
| 8 | Providing and laying in position cement concrete of grade M-20 with nominal mix (1:1.5:3) excluding the cost of centering and shuttering - All work up to plinth level.[BCD 5.3.1.1] |
| 9 | Providing designation 75B brick work with c.m. (1:6) in foundation ….do…do..E/I.[5.2.6] |
| 10 | Plastering of 12 mm thickness with c.m [1:6]…do…do..E/I[5.7.3] |
| 11 | Providing 1.5 mm cement punning ….do….do…E/I. |
| 12 | Providing precast RCC slab of M20 with nominal mix (1:1.5:3) on prepared chamber …do…do E/I.[5.3.4] |
| 13 | Proving TMT reinforcement bar …do…do …E/I. |
| 14 | 10 mm dia longitudinal bar @ 150mm spacing |
| 15 | 12 mm dia longitudinal bar @ 150mm spacing |
| 16 | Making connection of drain or sewer line with existing manhole ..do..do..for pipes 100 to 250mm dia …do…do ..Direction E/I.[DSR-19.21.2] |
| 17 | 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(4.23B) |
| 18 | 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 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).[dsr 16.69] |
| 19 | Carriage of Materials |
| 20 | Sand 1Km(K) + 5Km(P) |
| 21 | Cement 5Km(P) |
| 22 | Chips 1Km(K) + 40Km(P) |
| 23 | Bricks 1Km(K) + 14 KM(P) |
| 24 | Reinforcement bar 5 Km(K) |
| 25 | Hume pipe 5kM(P) |
| 26 | Add 18% GST |
| 27 | Adding Labour Cess @ 1% |
| 28 | For Sign board and Photography Please Enable Macros to View BoQ information |
