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| 1 | Excavation in foundation in ordinary Soil (Loam, Cley or sand) including, lift up to 1.50 M and lead up to 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 up to a distance of 30 M form the foundation trenches. (SI No. 251) |
| 2 | Earth work 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. {Chapter No. 4, S.I. No. 253(a)} |
| 3 | Cartage of ballast, Kankar, Coat, Grit or sand etc. including loading and unloading but excluding stacking on pucca roads.up to 8 Km distance |
| 4 | Providing and laying cement concrete in 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) and curing complete, including cost of form work in foundation and floors. (DSR SN-4.1.10) |
| 5 | P/L GSB with graded stone ballast with stone grit size stone ballast with hand ramming watering including all material labor T&P etc.all complete (NS) |
| 6 | 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. (N.S.) 80mm thick, Strength should not less than M-30 (NS) |
| 7 | Class-150 (Non Modular) brick work in 1:4 cement and Coarse sand mortar in foundation and plinth including supply of all material, labor T&P etc. required for proper completion of work. (S.No. 6.1.1) |
| 8 | 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 excluding 80mm in girth and finished even and smooth. No extra for mixing any additive. (c) 1 cement : 4 Coarse sand. (Chapter No. 13 S.I. No.-582(ii)) |
| 9 | Providing and laying cement concrete in 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and curing complete, including cost of form work in foundation and floors. (DSR SN-4.1.3) |
| 10 | R.C.C. work Providing and laying in position specified grade of renforced cement concrete, including the cost of centering, shuttering, finishing and excluding reinforcement. All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) (S.I. No. 5.1.3) |
| 11 | 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). |
| 12 | Raising & re-fixing of manhole including all material labor T&P etc. all complete. (NS) |
| 13 | Supply & fixing of R.C.C. manhole frame and cover including all complete. (NS) |
| 14 | Supply & Fixing Granite Board 2.5\\"x4\\" Size Display Board including Painting, Lettering etc. all complete. (None Schedule) |
| 15 | Sub Total |
| 16 | Add/Deduction Rs. For Estimate Figure Amount Match |
| 17 | Grand Total Please Enable Macros to View BoQ information |