Tender For Cleaning Of 2Re Sump Of Burhar Vi Bottom Seam For Increase A Capacity Of Sump & Construction Of 10 Nos. Retaining Wall To Around 2Re Sump Of Burhar Vi Bottom Seam At Damni Ug Mine. Period - 120 Days, Shahdol-Madhya Pradesh
TDR : 55801817
Tender Notice
BOQ
12 Days Left
Shahdol
Madhya Pradesh
Tender For Cleaning Of 2Re Sump Of Burhar Vi Bottom Seam For Increase A Capacity Of Sump & Construction Of 10 Nos. Retaining Wall To Around 2Re Sump Of Burhar Vi Bottom Seam At Damni Ug Mine. Period - 120 Days
Name of Work:- Cleaning of 2RE Sump of Burhar VI Bottom seam for increase a capacity of Sump & Construction of 10 Nos. Retaining wall to around 2RE Sump of Burhar VI Bottom seam at Damni UG mine. Period - 120 days
Sl. No.
Item Description
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PARTICULAR
2
Cleaning/removal of malma /muck from UG sump and stacking within 50m distance .Along (-) 17L between 1RE to 4RE = 50.00 mtr.Along (-) 18L between 1RE to 4RE = 75.00 mtr.Along (-) 19L between 1RE to 4RE = 65.00 mtr.Along (-) 20L between 1RE to 4RE = 70.00 mtr Along (-) 21L between 1RE to 4RE = 70.00 mtr Along (-) 22L between 1RE to 4RE = 70.00 mtr1RE between (-) 17L to (-) 22L = 80.00 mtr.2RE between (-) 17L to (-) 22L = 90.00 mtr.3RE between (-) 17L to (-) 22L = 85.00 mtr. Total = 655 mtr. (0.90)Volume of silt = 655.00 x 4.10 x 1.20 +1.00+ 0.60+1.20 + 0.50 = 2416.95 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 Floor– 10X(5.15m.x0.30m.X0.30 m.) = 4.63 m3In side– 10X2(1.50m X 0.30m X 0.50m) = 4.50 m3Total - 9.13 m3
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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 - 10X(5.15 m.x1.80m.X0.30 m.) = 27.81m3
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Centring, shuttering, finishing and reinforcement including cutting, bending, placing in position and binding and strutting, propping etc complete. Wall -10 X 2 X 4.15X1.50 =124.50 m2
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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 - 6 X 2 X 4.15X1.50 = 124.50 m2
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Loading of all kind of building materials in to tubs at incline/Pit mouth on surface with lead of 50m. CEMENT
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STONE CHIPS
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STEEL ROD
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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
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STONE CHIPS
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STEEL ROD
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Unloading of all kind of building materials from tubs at destination in u/g and stacking the same. CEMENT
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STONE CHIPS
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STEEL ROD
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Lead for transportation/carriage of all kinds building materials by manually in u/g. Upto 75.00 m . Sand -13.31 m3, Cement -6.35 m3, stone chips- 24.75 m3, steel- 013 m3 = 44.545 m3
17
Pushing of tub for every 30m after free pushing of first 30.00m Upto 810 m. ( 26*6.02= 156.52) Sand -13.31 m3, Cement -6.35 m3, stone chips- 24.75 m3, steel- 013 m3 = 44.545 m3
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Material cost (supply and stacking of material including cost of material,Transportation,Royaity etc. complete) CEMENT
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STONE CHIPS (20mm)
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STEEL ROD (08mm) Please Enable Macros to View BoQ information
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