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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹14.9 LAccepted-AOC CAMP VILLAGE DEVGAI POST KUDRI SHADOL MP PIN 484110 | SHAHDOL | MADHYA PRADESH | 484110 | L-1 | Accepted-AOC Accepted as L-1 | |
| 2 | L-2₹14.9 L+₹565.76 (0.04%)Rejected-Finance WARD NO 06 RANJCET DAFAI AMLAI COLLIERY DISTT ANUPPUR M P | ANUPPUR | ANUPPUR | MADHYA PRADESH | L-2 | Rejected-Finance Rejected as L-2 |
| Sl No | Description | Qty | Unit | UDAY RAJ SINGH | RAVI KUMAR JAISWAL |
|---|---|---|---|---|---|
| 1.00work description | |||||
| 1.01 | Cleaning/Removal of debris/stone from galleries and stacking within 50 m distance
10 X 5.00m. X 4.20m. X 0.25m. = 52.50 m3 | 52.5 | m3 | 28,612.5 ₹33,762.75 | 28,560 ₹33,700.8 Lowest |
| 1.02 | Groove cutting in stone for foundation, manhole/duggi hole/pits and excavated material to be removed and stacked separately within 50 –
In roof 10 x (5.20m.x0.30m.X0.15 m.) = 2.34 m3
In floor – 10X(5.20m.x0.30m.X0.25 m.) = 3.90 m3
Total - 6.24 m3 | 6.24 | m3 | 37,440 ₹44,179.2 | 37,433.76 ₹44,171.84 Lowest |
| 1.03 | Groove cutting in stone for foundation, manhole/duggi hole/pits and excavated material to be removed and stacked separately within 50 –
In side - 10x 2(3.00m x 0.30m x 0.50m) 9.00 m3 | 9 | m3 | 21,600 ₹25,488 Lowest | 21,600 ₹25,488 Lowest |
| 1.04 | reinforced cement concrete (1:2:4) in wall/roof ceiling of air crossing/stopping (any thickness) in /g (Excluding centering, shuttering, reinforcement cutting, bending, placing in position and binding etc all complete as well as cost of RCC material
In wall- 10x(5.20x3.40x0.30)= 53.04 | 53.04 | m3 | 2,81,112 ₹3,31,712.16 Lowest | 2,81,112 ₹3,31,712.16 Lowest |
| 1.05 | 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 -10 X 4.20 X 1.00 X 0.05 = 2.10 m3
For water seal- 3X 3.00 X 1.00 X 0.10 = 0.90 m3 | 3 | m3 | 13,200 ₹15,576 Lowest | 13,200 ₹15,576 Lowest |
| 1.06 | Centring, shuttering, finishing and reinforcement including cutting, bending, placing in position
and binding and strutting, propping etc complete. Wall -10X2X(4.20 m.x3.00m.) =252.00 m2 | 252 | m2 | 2,52,000 ₹2,97,360 Lowest | 2,52,000 ₹2,97,360 Lowest |
| 1.07 | 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 -9X2(4.20 m.x3.00m.) =226.80 m2 & 1 (4.20 m.x3.00m.) =12.60 m2 For Side - 10X 2 X 3.00 X 1.00 =60.00 & Roof - 10 X 4.20 X 1.00 = 42.00 For Bord - 10 X 0.75 X 0.75 = 5.63 Total- 347.03 m2 | 347.03 | m2 | 1,29,442.19 ₹1,52,741.78 Lowest | 1,29,442.19 ₹1,52,741.78 Lowest |
| 1.08 | Whitewashing in underground with white lime to give an even shade on old work/ new work Wall -10X(4.20 m.x3.00m.) =126.00 m2 For Side - 10X 2 X 3.00 X 10.00 = 600.00 & Roof -10 X 4.20 X 10.00 =420.00 , Total- 1146.00 m2 | 1,146 | m2 | 19,482 ₹22,988.76 Lowest | 19,482 ₹22,988.76 Lowest |
| 1.09 | Loading of all kind of building materials in to tubs at incline/Pit mouth on surface with lead of 50m.
CEMENT | 369 | bag | 3,690 ₹4,354.2 Lowest | 3,690 ₹4,354.2 Lowest |
Tender Value
₹13.9 L
EMD Value
₹17,400
Closing Date
6 Dec 2025, 11:00 amClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
STAFF OFFICER MINING SECL SOHAGPUR
OFFICE OF THE STAFF OFFICER MINING SECL SOHAGPUR
Construction of 10 Nos Isolation Stoppings for isolate of working depillaring panel VIBE12 of Burhar VI Bottom seam at Damni UG mine of Sohagpur Area Period 90 Days.
2025_SECL_348017_1
SECL/SGP/SO(M)/25-26/NIT-715 dt 24.11.2025
Open Tender
Civil Works - Roads
Item Rate
90 days
DAMINI UG MINE
AS PER NIT
7 documents required · 7 mandatory
₹17,400
Yes
17 Jan 2026
24 Nov 2025
8 Dec 2025
24 Nov 2025
6 Dec 2025
25 Nov 2025
24 Nov 2025 - 30 Nov 2025
work description
Cleaning/Removal of debris/stone from galleries and stacking within 50 m distance 10 X 5.00m. X 4.20m. X 0.25m. = 52.50 m3
Groove cutting in stone for foundation, manhole/duggi hole/pits and excavated material to be removed and stacked separately within 50 – In roof 10 x (5.20m.x0.30m.X0.15 m.) = 2.34 m3 In floor – 10X(5.20m.x0.30m.X0.25 m.) = 3.90 m3 Total - 6.24 m3
Groove cutting in stone for foundation, manhole/duggi hole/pits and excavated material to be removed and stacked separately within 50 – In side - 10x 2(3.00m x 0.30m x 0.50m) 9.00 m3
reinforced cement concrete (1:2:4) in wall/roof ceiling of air crossing/stopping (any thickness) in /g (Excluding centering, shuttering, reinforcement cutting, bending, placing in position and binding etc all complete as well as cost of RCC material In wall- 10x(5.20x3.40x0.30)= 53.04
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 -10 X 4.20 X 1.00 X 0.05 = 2.10 m3 For water seal- 3X 3.00 X 1.00 X 0.10 = 0.90 m3
Centring, shuttering, finishing and reinforcement including cutting, bending, placing in position and binding and strutting, propping etc complete. Wall -10X2X(4.20 m.x3.00m.) =252.00 m2
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 -9X2(4.20 m.x3.00m.) =226.80 m2 & 1 (4.20 m.x3.00m.) =12.60 m2 For Side - 10X 2 X 3.00 X 1.00 =60.00 & Roof - 10 X 4.20 X 1.00 = 42.00 For Bord - 10 X 0.75 X 0.75 = 5.63 Total- 347.03 m2
Whitewashing in underground with white lime to give an even shade on old work/ new work Wall -10X(4.20 m.x3.00m.) =126.00 m2 For Side - 10X 2 X 3.00 X 10.00 = 600.00 & Roof -10 X 4.20 X 10.00 =420.00 , Total- 1146.00 m2
Loading of all kind of building materials in to tubs at incline/Pit mouth on surface with lead of 50m. CEMENT
STONE CHIPS
STEEL ROD
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
STONE CHIPS
STEEL ROD
Unloading of all kind of building materials from tubs at destination in u/g and stacking the same. CEMENT
STONE CHIPS
STEEL ROD
Lead for transportation/carriage of all kinds building materials by manually in u/g. Upto 75.00 m . Sand - 27.54 m3, Cement - 12.92 m3, stone chips- 49.88 m3, steel- 0.23 m3 = 90.57 m3
Pushing of tub for every 30m after free pushing of first 30.00m Upto 810 m. ( 26*6.02= 156.52) Sand - 27.54 m3, Cement - 12.92 m3, stone chips- 49.88 m3, steel- 0.23 m3 = 90.57 m3
Material cost (supply and stacking of material including cost of material,Transportation,Royaity etc. complete) CEMENT
STONE METAL (20mm)
Steel (08mm)
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