South Eastern Coalfields Limited Tender

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South Eastern Coalfields Limited - SECL Tender

Works
Civil And Construction
Eprocure
Opening Date14 Nov 2024
Closing Soon29 Nov 2024
Tender Amount₹ 22,50,220 
Notes
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Costs

Description

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BOQ Items

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Groove cutting in soft stone In roof –i) 4{2X(4.80m.x0.15m.X0.10 m.)}=0.58 m3 ii) 2{2X(5.30m.x0.15m.X0.10 m.)}=0.32 m3 In side – i) 4{4X(1.20m.x0.15m.X0.10 m.))=0.29 m3 ii) 2{4X(1.80m.x0.15m.X0.10 m.)}=0.22 m3 Total = 1.41

1.41

5341

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Groove cutting in coal/shale - In floor – 2{2X( 5.60m.x0.30m.X0.30 m.)}=2.02 m3 In side –i)2{4X (2.50m.x0.30m.X0.30 m.)}=1.80 m3 ii) 2{4X(0.50m.x0.15m.X0.10 m.)}=0.06 m3 Total = 3.88 m3

3.88

1466

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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) Lower wall- 2{2X6.35m.X2.80m.X0.30m.} = 21.34 m3 Upper wall – i)4{2X5.10m.X2.50m.X0.15m.} = 15.30 m3 ii)2{2X5.90m.X2.50m.X0.15m.} = 8.85 m3 Roof slab of Air crossing- i)4{5.80m. X 4.50m. X 0.10m.}= 10.44 m3 ii)2{6.35m. X 5.00m. X 0.10m.}= 6.35 m3 Total = 62.28 m3

62.28

4773

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Centring, shuttering, finishing and reinforcement including cutting, bending, placing in position and binding and strutting, propping etc compleCentring, shuttering, finishing and reinforcement including cutting, bending, placing in position and binding and strutting, propping etc complete Lower wall- 2{2X5.75m.X2.50m.} = 57.50 m2 Upper wall – i) 4{2X4.80m.X2.20m.} = 84.48 m2 ii)2{2X5.60m.X2.20m.} = 49.28 m2 Roof slab of Air crossing- i)4{5.50m. X 4.50m. } = 99.00 m2 ii)2{6.05m. X 5.00m. } = 60.50 m2 Total = 350.76 m2

350.76

916

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6 mm thick cement plaster along with making of Board (1:6) Lower wall- 2{2 X (5.75m. X 2.50m. )}= 57.50 m2 Upper wall i)4{2 X (4.50m. X 2.20m. ))= 79.20 m2 ii)2{2 X (5.30m. X 2.20m. ))= 46.64 m2 TOTAL = 183.34 m2

183.34

333

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Loading of all kind building materials in to tub at Inc. mouth- a) Cement

406

9

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b) Sand + stone chips (29.12+55.43 m³)

84.55

281

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d) Steel rod(12 mm)

2.67

95

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Transportation of all kind of building material from surface to ug through haulages with tramming and coupling/uncoupling etc for a distance every 1.0 km there of and bringing the empty tubs to surface a) Cement

406

7

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b) Sand + stone chips (29.12+55.43 m³)

84.55

215

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d) Steel rod(12 mm)

2.67

73

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Unloading of all kind building materials in to tub at distination a) Cement

406

6

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b) Sand + stone chips (29.12+55.43 m³)

84.55

205

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d) Steel rod(12 mm)

2.67

87

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Lead for transportation/carriage of all kinds building materials by manually in u/g. (46 to 60 mtr.)

99.1

84

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Roof support including drilling of holes (stone) by providing of drill bit. drill rod, & jet pump by the contractor and installation of roof bolts (1.50m to 1.80m) with bearing plate & w-strap (where required) , Anchorage testing and carrying of support materials. Total length – 65.00/0.80=81.25X 5 nos. = 405 nos. Additional bolts required in 06 Junctions = 12 rows x 5 nos. = 60 No. Total = 465 nos

465

269

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Part-B Material Cost supply and stacking of building materials Cement

406

319

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Sand -

29.12

1291

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Stone chips

55.43

1614

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Steel rod(12mm)

2672.4

63

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Total impact of GST for the purpose of CTC

1

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