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| 1 | Demolishing R.B. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer-incharge. |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. All kind of Soil. |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to & above plinth level : M25 |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to & above plinth level : M35 |
| 6 | Centering & shuttering For for RCC works including rent of shuttering, materia, labour and T &P required for proper completion of work for slab and wall wtc. For bridge span upto 3.0 m span |
| 7 | Centering & shuttering For for RCC works including rent of shuttering, materia, labour and T &P required for proper completion of work for slab and wall wtc. For bridge span above 3.0 m span |
| 8 | Supply and fixing TMT steel bar with Bending, Binding, cutting and placing in position reinforcement including cost of binding wire etc. |
| 9 | Brick work with common burnt clay F.P.S. (non modular) bricks of classdesignation 7.5 in foundation and plinth in:6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 10 | Laying boulder (20 to 40 kg) pitching including cost of all material labour T&P etc. complete as per the direction of Engineer in charge |
| 11 | Laying Brick soling layer on prepared sub grade with brick on end edging according to lines, graded and cross section shown on the drawing filling joints with sand and earth , spreading 25 mm thick layer of earth over brick soling, watering and rolling the same with three wheel road roller 80-100 KN as per MORTH. |
| 12 | Finishing walls with Acrylic Smooth exterior paint of required Shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) |
| 13 | Supplying and laying of non- woven 250 GSM geotextile sheet below pitching on slopes and top of shank incl all cost of labour, material,TnP etc. with all taxes but excluding cost of GST required for proper completion of work as per Engineer-in-charge . |
| 14 | Supplying and fixing sign borad size 1.20x1.20 m including cost of all material labour and T&P required for proper completion of work. |
| 15 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth,dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. |
| 16 | Dry Brick on edge Pitching with reused brick including preparation of subgrade filling joints with local sand including all cost of labour. |
| 17 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 75 mm dia |
| 18 | E/W in strengthing of banks with its partial dressing and manual compaction including initial lead and lift. Please Enable Macros to View BoQ information |
