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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 | 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. |
| 3 | 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) |
| 4 | 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)) |
| 5 | 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. |
| 6 | Renforced cement concrete work in walls (any thickness), including attachedplasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struls etc. including cost of centering, shuttering, and excluding Reinforceement 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 7 | 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). |
| 8 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, lS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without filt ngs and the base support for tank (Sintex or Equivalent) For 500 litres. |
| 9 | 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) |
| 10 | 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) |
| 11 | Supply and fixing of light fitting switch board. |
| 12 | Supply and fixing of light point. (NS) |
| 13 | S/L/J of 20mm dia PVC conduct pipe etc. all complete. |
| 14 | Supply and fixing of wiring Sub Main. |
| 15 | Supply and fixing of plug power point 15mm. |
| 16 | Lettering & painting of wall etc. all complete. |
| 17 | Supply and fixing of 27 watt. CFL etc. all complete. |
| 18 | Supply & Fixing Granite Board 2.5\"x4\" Size Display Board including Painting, Lettering etc. all complete. (None Schedule) |
| 19 | Sub Total (A) |
| 20 | Add/Deduction Rs. For Estimate Figure Amount Match |
| 21 | Grand Total Please Enable Macros to View BoQ information |
