South Eastern Coalfields Limited Tender
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South Eastern Coalfields Limited - SECL Tender
Civil And Construction
Excavation
Eprocure
Opening Date28 Jan 2025
Closing Date14 Feb 2025
Tender Amount₹ 5,15,574
Costs
EMD
₹ 6,500Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2025_SECL_327149_1Bid Award Id
ViewTender No
SECL/SGP/SO(M)/e-T/35/24-2 5/675 Dt028.01.2025Tender Authority
South Eastern Coalfields Limited ViewPurchaser Address
-Website
http://http://www.secl-cil.in/
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Documents
BOQ Items
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"Cement concrete/ PCC (1:2:4) in foundation/plinth/flooring/wall (any thickness) in u/g (Excluding centring, shuttering and cost of CC materials)
" In wall - 3X(2X2.50 m.x0.20m.X1.30 m.) = 3.90 m3 In Floor– 3X(15.50 m.x3.00m.X0.10 m.) = 13.50 m3 InPlate form - 3X(10.00m.x0.70m.X0.15 m.) = 3.15 m3 Duggies- 3X2X8X0.30X0.30X0.50 = 2.16 m3 Water tank - 3X(1+1+0.8+0.8)X0.75X0.10= 0.81m3 3X0.80X0.80X0.10 = 0.19 m3
23.71
3908
-
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S"Centring, shuttering, finishing and reinforcement including cutting, bending, placing in position
and binding and strutting, propping etc complete. Wall - 3X2X2(2.30 m.x1.10m.) = 30.36 m2"
30.36
921
-
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"6 mm thick cement plaster/cement punning (1:4) to RCC/PCC work in u/g including curing etc
complete (exclusive cost of materials) one side
Wall - 3X2X2(2.30 m.X1.10 m.) = 30.36 m2, Plate form - 3X(10.00 m.x0.75 m) = 22.50 m2"
52.86
334
-
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"White washing in under ground with white lime to give an even shade on old work/new work. Wall - 3X2X2(2.30 m.X1.10 m.) = 30.36 m2, Gallery- 3 (16.0+16.0)X2.8 = 268.80 m2"
299.16
15
-
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Loading of all kind of building materials in to tubs at incline/Pit mouth on surface with lead of 50m.(Calculation sheet enclosed) Cement
153
9
-
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Sand -
10.95
282
-
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stone chips
21.1
282
-
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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 2.0 Km or part there of and bringing the empty tubs to surface. (Calculation sheet enclosed)
cement
153
7
-
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Sand
10.95
216
-
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stone chips
21.1
216
-
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Unloading of all kind of building materials from tubs at destination in u/g and stacking the same. (Calculation sheet enclosed)
Cement
153
6
-
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Sand
10.95
206
-
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stone chips
21.1
206
-
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Lead for transportation/carriage of all kinds building materials by manually in u/g. Upto 75.00 m . Sand - 10.95 m3, Cement - 5.35 m3, stone chips- 21.10 m3 = 37.40 m3
37.4
120
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Pushing of tub for every 30m after free pushing of first 30.00m Upto 810 m. ( 26*6.02= 156.52) Sand - 10.95 m3, Cement - 5.35 m3, stone chips- 21.10 m3 = 37.40 m3 (810m-30m=780m/30m=26 no.)
37.4
157
-
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P/F CGI sheet roofing 63mm thick with complete fittings. 3 X16.00 m X 4.20 m. = 201.60 m2
201.6
699
-
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Part-B Material Cost supply and stacking of building materials Cement
153
319
-
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Sand -
10.97
1291
-
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20 mm Stone aggregate
21.1
1614
-
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Total impact of GST for the purpose of CTC
1
-
-
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