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| 1 | work description |
| 2 | Cleaning/Removal of debris/stone from galleries and stacking within 50 m distance38 X 5.00 m. X 4.50 m. X 0.35 m. =299.25 m312 X 5.00 m. X 6.00 m. X 0.25 m. =90.00 m3 |
| 3 | Groove cutting in stone for foundation, manhole/duggi hole/pits and excavated material to be removed and stacked separately within 50m.distance. In roof – 38X( 5.50m.X0.30m.X0.15 m.) =9.41 m3In roof – 12X(7.00m.X0.30m.X0.15 m.) =3.78 m3In floor – 38X( 5.50m.X0.30m.X0.25 m.) =15.68 m3In floor – 12X(7.00m.X0.30m.X0.25 m.) =6.30 m3 |
| 4 | Groove cutting in solid coal/stone for foundation, manhole/duggi hole/pits and excavated material to be removed and stacked separately within 50m.distance. In side – 38 X 2(3.00m.X0.30m.X0.50 m.) =34.20 m3In side – 12 X 2(3.00m.X0.30m.X0.50 m.) =10.80 m3 |
| 5 | 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) In wall- 38 X5.50m.X3.40m.X0.30 m.)=213.18 m3 In wall- 12 X7.00m.X3.40m.X0.30 m.)=85.68 m3 |
| 6 | Cement concrete/ PCC (1:2:4) in foundation/ plinth/ flooring/wall (any thickness) in u/g (Excluding centring, shuttering and cost of CC materials) Floor - 38X(4.50 m.X0.05m.) =8.55 m3 Floor - 12X(6.0 m.X0.05m.) =3.60 m3 Water Seal - 20X(3.0 m.X1.00m.X0.10m.) =6.00 m3 |
| 7 | Centring, shuttering, finishing and reinforcement including cutting, bending, placing in position and binding and strutting, propping etc complete. Wall - 38X2X(4.50 m.X3.00m.) =1026.00 m2 Wall - 12X2X(6.0 m.X3.00m.) =432.00 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 sideWall - 38X2X(4.50 m.X3.00m.) =1026.00 m2Roof- 38X(4.50 m.X1.00m.) =171.00 m2Side- 38X2X(3.00 m.X1.00m.) =228.00 m2Wall - 12X2X(6.00 m.X3.00m.) =432.00 m2Roof- 12X(6.00 m.X1.00m.) =72.00 m2Side- 12X2X(3.00 m.X1.00m.) =72.00 m2 |
| 9 | Whitewashing in underground with white lime to give an even shade on old work/ new workWall - 38X(4.50 m.X3.00m.) =513.00 m2Roof- 38X(4.50 m.X5.00m.) =855.00 m2 Side- 38X2X(3.00 m.X5.00m.) =1140.00 m2 Wall - 12X2X(6.00 m.X3.00m.) =432.00 m2 Roof- 12X(6.00 m.X5.00m.) =360.00 m2Side- 12X2X(3.00 m.X5.00m.) =360.00 m2 |
| 10 | Loading of all kind of building materials in to tubs at incline/Pit mouth on surface with lead of 50m.CEMENT |
| 11 | STONE CHIPS |
| 12 | Steel Rod |
| 13 | 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 |
| 14 | STONE CHIPS |
| 15 | Steel Rod |
| 16 | Unloading of all kind of building materials from tubs at destination in u/g and stacking the same.CEMENT |
| 17 | STONE CHIPS |
| 18 | Steel Rod |
| 19 | Lead for transportation/carriage of all kinds building materials by manually in u/g. Upto 75.00 m . Sand - 156.08 m3, Cement - 73.13 m3, stone chips- 282.14 m3, steel-1.31 m3 = 512.66 m3 |
| 20 | Pushing of tub for every 30m after free pushing of first 30.00m Upto 810 m. ( 26*6.02= 156.52) Sand - 156.08 m3, Cement - 73.13 m3, stone chips- 282.14 m3, steel-1.31 m3 = 512.66 m3 |
| 21 | Material cost (supply and stacking of material including cost of material,Transportation,Royaity etc. complete) (a) Cement |
| 22 | (b)Sand |
| 23 | (C)Stone metal |
| 24 | (d)steel Please Enable Macros to View BoQ information |
