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| 1 | Dismantling of old interlocking tiles pavement including stacking of serviceable material and disposal of unserviceable material within lead of 50m as per direction of engineer in charge. |
| 2 | E/W cutting in 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 1.5m lift and 30 m lead. The earth in form of cutting (b) to be used as spoil banks within 50m distance as directed by the engineer-in-charge including royalty 9.00 cum. |
| 3 | Cartage of silt, sludge kankar and other disposable organic material etc. all complete with labor T&P including cartage of 8 km. |
| 4 | M-150 Brick work in 1:4 with Cement and coarse sand including supply of all material, labor T & P etc. required for proper completion of work. |
| 5 | 12MM Thick cement plaster in single coat of fair side of single of half brick wall for interior plastering up to floor two level including internal rounded angles chamfers and rounded angles not including 80mm in girth and finished even and smooth. No extra for missing any additive. 1 cement : 4 Coarse Sand. |
| 6 | Providing, laying, spreading and compacting 22.4-53 mm stone aggregates of specific size to water bound macadam specification including spreading in uniform thickness 12 cm, hand packing, rolling with 3 wheels steel/vibratory roller 8-10 tones in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials to fill up the voids of coarse aggregate. Watering and compacting to required dansity. |
| 7 | Supply & fixing of pre-cast M-30 cement concrete RUBBER MOLD INTERLOCKING TILES over 40mm thick local sand bed, with 3mm thick joints filled with local sand including leveling, tempering and sweeping etc., interlocking bricks will be as description given in direction issued by the IRCSC-03-2004 and should be ISI marked all complete. 80mm thick, Strength should not less than M-30. (tiles shape decided by Engineer-in-charge with ISI Mark) |
| 8 | Providing and laying cement concrete in 1:2:4 (1 cement : 2 coarse sand : 4 graded stone) aggregate (20 mm nominal size) and cutting complete including cost of form work. In foundation and floors. |
| 9 | R.C.C. work with cement approved coarse sand and 2 cm (3/4) gauge approved stone ballast in the proportion 1:2:4 for slab work excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 BWGI binding wire and including necessary centering and shuttering etc. and also including supply of all materials labor and tools and plants etc. required for proper completion of the work. Strength of the concrete shall not be less than M-150. |
| 10 | Mild Steel or iron in plain work such as reinforced concrete or reinforced brick work (When not included in and an overall rates) brought to required shape as necessary including bending for proper completion of the work and including supply of steel, its wastage bend hooks and authorized over lapping shall be measured up to floor two level. (10 mm to 12mm tor (TMT Bars). |
| 11 | Raising & re-fixing of manhole including all material labor T&P etc. all complete. |
| 12 | Supply & fixing of R.C.C. manhole frame and cover including all complete. |
| 13 | Supply and fixing of black granite stone board and approved standard matter with brick work, plaster & paint etc. all complete. |
| 14 | Sub Total (A) |
| 15 | Add / Deduction For Estimate Figure Amount Match |
| 16 | Grand Total Please Enable Macros to View BoQ information |
