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| 1 | Dismantling stone work or brick work including stacking of dismantled materials as directed by Engineer-In-Charge within a distance of 60 meters (200 feet). SOR 2022/694 |
| 2 | Dismantling sundries work Including stacking of dismantled materials asd directed bty the Engineer-in-charge within a distance of 60 metre (200 feet) SOR-2022 SI NO. 17.01 (691) |
| 3 | Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50 M. and lead upto 30 M. and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in- charge upto a distance of 30 M. from the foundation trenches. (Where machine con not reach/move). For Building work only SOR-2020 |
| 4 | Concrete with 4 cm gauge approved stone ballast, coarse sand & cement in the proportion of 12:6:1 including supply of all materials, labour, Tools & plants etc: required for proper completion of the work.. SOR-2020 |
| 5 | M-150 Brick work in 1:4 (1 Cement : 4 coarse sand) in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work. |
| 6 | Cement Concrete with 2 cm gauge approved stone ballast, coarse sand & cement in the proportion of 4:2:1 including supply of all materials, labour, Tools & plants etc. réquired for proper ompletion of the work... |
| 7 | 12mm thick cement plaster with 1:4 cement and approved fine sand mortar over brick work minimum thickness not to be less than 1cm including supply of all terial, labour, tolls and plants eto, required for proper completion of the work as perction SOR-2019 |
| 8 | Earth work in cutting or in embankment in ordinary soil excavation to be in the form of a regular pits not exceeding 0.50m in depth and earth work in embankment to be in 20cm layers including ramming and dressing the surface to required levels and slopes and also including 1.5 m lift and 30m lead. The earth in form of cutting to be used as spoil banks within 50m distance as directed by the Engineer-in-Charge. SOR/2022/253 (Including 8km carteg) |
| 9 | Extra for mechanically compacted to achive 95% proctors density inculding arrangment of water, settlement of all T & P chargess including roler and its fuel charge. |
| 10 | Construction of granular sub-base by providing coarse graded material, spreading in uniform layer with motor grader on prepared surface, mbing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 |
| 11 | RCC work in ratio 1:1.5:3 with cement and coarse sand and 200mm stone grit ……………… in slab |
| 12 | supply and fixing of 80mm thick shaped rubber moulded cement gray/ordinary red interlocking cement concret paver blocks confirming 15:15650/2006 of control vibration napproved shape ine hamenso 200 (160+120) with minimum 5mm thick topping of OR cement mixed with 25% marble powder the compresive strength of concret paver block shall not be less than 30 mpa (M-30) including levelling and dressing of surface up to require label and slopes filling joints with local and inculding cost of material labour T&P required for proper completion of work as directed by E I and as per approved specifications |
| 13 | RCC work in ratio 1:1.5:3 with cement and coarse sand and 200mm stone grit ……………… completion of work |
| 14 | M.S. (Tor steel or plain) in plain work such as R.C.C. work including bending for proper shape and including supply of steel & its wastage, bend, hooks. and authorised overlapping shall be measured and including cost of binding wire DSR/2021/5.2.2 Please Enable Macros to View BoQ information |
