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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹1.5 CrAccepted-AOC CAMP VILLAGE DEVGAI POST KUDRI SHADOL MP PIN 484110 | SHAHDOL | MADHYA PRADESH | 484110 | ₹1.5 Cr | L-1 | Accepted-AOC ACCEPTED AS L1 BIDDER |
| 2 | L-2₹1.5 CrRejected-AOC | ₹1.5 Cr | L-2 | Rejected-AOC REJECTED AS L-2 BIDDER |
| 3 | Rejected-Technical WARD NO 06 RANJCET DAFAI AMLAI COLLIERY DISTT ANUPPUR M P | ANUPPUR | ANUPPUR | MADHYA PRADESH | - | - | Rejected-Technical TechnicallyDis Qualified |
| Sl No | Description | Qty | Unit | RAVI KUMAR JAISWAL | MAHENDRA SINGH |
|---|---|---|---|---|---|
| 1.00work description | |||||
| 1.01 | Cleaning/Removal of debris/stone from galleries and stacking within 50 m distance
130 X 5.00m. X 6.00 m. X 0.20 m. =780.00 m3 | 780 | m3 | 4,60,200 ₹5.4 L | 4,68,000 ₹5.5 L |
| 1.02 | Groove cutting in stone for foundation, manhole/duggi hole/pits and excavated material to be removed and stacked separately within 50m.distance.
In roof – 130X(6.60m.X0.15m.X0.15 m.) =19.31 m3 | 19.31 | m3 | 1,13,832.45 ₹1.3 L | 1,15,860 ₹1.4 L |
| 1.03 | 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 floor – 130X(6.60m.X0.15m.X0.30 m.) = 38.61 m3
In side – 130 X 2(2.95m.X0.15m.X0.30 m.) =34.52 m3
Total - 73.13 m3 | 73.13 | m3 | 1,77,705.9 ₹2.1 L | 1,82,825 ₹2.2 L |
| 1.04 | 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- 130 X6.60m.X3.40m.X0.15 m.)=437.58 m3 | 437.58 | m3 | 23,41,053 ₹27.6 L | 23,49,804.6 ₹27.7 L |
| 1.05 | Centring, shuttering, finishing and reinforcement including cutting, bending, placing in position
and binding and strutting, propping etc complete. Wall - 130X2X(6.0 m.X2.95m.) =4602.00 m2 | 4,602 | m2 | 47,63,070 ₹56.2 L | 47,86,080 ₹56.5 L |
| 1.06 | 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 - 130(6.00 m.X2.95m.) = 2301.00 m2 | 2,301 | m2 | 8,60,574 ₹10.2 L | 8,62,875 ₹10.2 L |
| 1.07 | Loading of all kind of building materials in to tubs at incline/Pit mouth on surface with lead of 50m.
CEMENT | 2,867 | bag | 28,670 ₹33,830.60 | 31,537 ₹37,213.66 |
| 1.08 | SAND | 211.98 | m3 | 65,713.8 ₹77,542.28 | 67,197.66 ₹79,293.24 |
| 1.09 | STONE CHIPS | 389.45 | m3 | 1,20,729.5 ₹1.4 L | 1,23,455.65 ₹1.5 L |
Updated dates
Tender Value
₹1.3 Cr
EMD Value
₹1.7 L
Closing Date
13 Mar 2026, 5:00 pmClosed
STAFF OFFICER MINING SECL SOHAGPUR
OFFICE OF THE STAFF OFFICER MINING SECL SOHAGPUR
Construction of 130 Nos. RCC Ventilation stoppings in working LHCM Panels VIBW 13, VIBW 14, VIBW 15, 5R, 26DW, VIBW-02 and VIBWX 03 of Damni UG mine
2026_SECL_353851_1
SECL/SGP/SO(M)/25-26/NIT-722dt 20.02.2026
Open Tender
Civil Works - Others
365 days
DAMINI UG MINE
as per NIT
10 documents required · 10 mandatory
₹1.7 L
29 Apr 2026
20 Feb 2026
16 Mar 2026
20 Feb 2026
13 Mar 2026
21 Feb 2026
20 Feb 2026 - 2 Mar 2026
work description
Cleaning/Removal of debris/stone from galleries and stacking within 50 m distance 130 X 5.00m. X 6.00 m. X 0.20 m. =780.00 m3
Groove cutting in stone for foundation, manhole/duggi hole/pits and excavated material to be removed and stacked separately within 50m.distance. In roof – 130X(6.60m.X0.15m.X0.15 m.) =19.31 m3
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 floor – 130X(6.60m.X0.15m.X0.30 m.) = 38.61 m3 In side – 130 X 2(2.95m.X0.15m.X0.30 m.) =34.52 m3 Total - 73.13 m3
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- 130 X6.60m.X3.40m.X0.15 m.)=437.58 m3
Centring, shuttering, finishing and reinforcement including cutting, bending, placing in position and binding and strutting, propping etc complete. Wall - 130X2X(6.0 m.X2.95m.) =4602.00 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 - 130(6.00 m.X2.95m.) = 2301.00 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 - 211.98 m3, Cement - 100.35 m3, stone chips- 389.45 m3, steel-1.69 m3 = 703.47 m3
Pushing of tub for every 30m after free pushing of first 30.00m Upto 810 m. ( 26*6.02= 156.52) Sand - 211.98 m3, Cement - 100.35 m3, stone chips- 389.45 m3, steel-1.69 m3 = 703.47 m3
Material cost (supply and stacking of material including cost of material,Transportation,Royaity etc. complete) (a) Cement
(b)Sand
(C)Stone metal
(d)steel
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