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| 1 | PARTICULAR |
| 2 | (A) Labour costRoof Heighting ( Drilling, Blasting, Dressing, Including Mucking etc.)2 (6.50 X4.50X1.50) = 87.75 m3 |
| 3 | Roof Heighting ( Drilling, Blasting, Dressing, Excluding Mucking etc.)2X2X (4.50 X4.50X(1.50+0.50/2) = 81.00 m3 |
| 4 | Groove cutting in stone for foundation, manhole/duggi hole/pits and excavated material to be removed and stacked separately within 50m.distance. Lower wall floor – 2X2X(5.10m.x0.30m.X0.25 m.) = 1.53 m3Upper Wal roof – 2X2X(4.50m.x0.15m.X0.10 m.) = 0.27 m3Upper wall side- 2X2X2X1.50X0.15X0.10= 0.18 m3Total - 1.98 m3 |
| 5 | Groove cutting in Coal/Shale for foundation, manhole/duggi hole/pits and excavated material to be removed and stacked separately within 50m.distance. Lower wallside- 2X2X2X2.50X0.30X0.50= 3.00 m3 |
| 6 | Reinforced cement concrete (1:2:4) in wall/roof ceiling of air crossing/stopping (any thickness) in u/g (Excluding centring, shuttering, reinforcement cutting, bending, placing in position and binding etc all complete as well as cost of RCC materials) Lower Wall - 2X2X5.10X2.75X0.30 = 16.83 M3 In Upper Wall - 2X2X4.50X1.60X0.15 = 4.32 M3 Roof Slab - 2X5.10 X 4.50 X 0.10 = 4.59 m3Total - 25.74 m3 |
| 7 | Centring, shuttering, finishing and reinforcement including cutting, bending, placing in position and binding and strutting, propping etc complete. Lower Wall - 2X2X2 X4.50 X 2.50 =90.00 M2 Upper Wall - 2X2 X4.50 X 1.50 =27.00 M2 Roof Slab - 2X4.5 X 4.50 = 40.50 m3Total = 157.50 M2 |
| 8 | 6 mm thick cement plaster/cement punning (1:4) to RCC/PCC work in u/g including curing etccomplete (exclusive cost of materials) one sideLower Wall - 2X2X4.50 X 2.50 =45.00 m3 Upper Wall - 2X2 X4.30 X 1.50 =25.80 m3 Roof Slab - 2X4.5 X 4.50 = 40.50 m3Total = 111.30 m3 |
| 9 | Loading of all kind of building materials in to tubs at incline/Pit mouth on surface with lead of 50m. Cement |
| 10 | Stone chips |
| 11 | Steel Rod |
| 12 | Transportation of all kind of building material from surface to u/g through haulages with tramming and pushing, coupling /uncoupling etc for a distance every 1.0 Km or part there of and bringing the empty tubs to surface. Cement |
| 13 | Stone chips |
| 14 | Steel Rod |
| 15 | Unloading of all kind of building materials from tubs at destination in u/g and stacking the same. Cement |
| 16 | Stone chips |
| 17 | Steel Rod |
| 18 | Lead for transportation/carriage of all kinds building materials by manually in u/g. Upto 75.00 m . Sand - 12.28 m3, Cement - 5.87 m3, stone chips- 22.91 m3, steel- 0.15 m3 = 41.21 m3 |
| 19 | Pushing of tub for every 30m after free pushing of first 30.00m Upto 460 m. ( 14*6.02= Rs. 84.28) Sand - 12.28 m3, Cement - 5.87 m3, stone chips- 22.91 m3, steel- 0.15 m3 = 41.21 m3 |
| 20 | (B) Material cost (supply and stacking of material including cost of material, Transportation, Royaity etc. complete) CEMENT |
| 21 | Stone chips |
| 22 | Steel Rod Please Enable Macros to View BoQ information |
