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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹7.0 LAccepted-AOC WARD NO 06 RANJCET DAFAI AMLAI COLLIERY DISTT ANUPPUR M P | ANUPPUR | ANUPPUR | MADHYA PRADESH | ₹7.0 L Quoted ₹2.9 L | L-1 | Accepted-AOC Accepted as L-1 |
| 2 | L-2₹3.0 LRejected-Finance CAMP WARD NO 17 GHAROULA MOHALLA NEW BUS STAND SHAHDOL DIST SHAHDOL MP PIN 484001 | SHAHDOL | MADHYA PRADESH | 484001 | ₹3.0 L | L-2 | Rejected-Finance REJECTED AS L-2 |
| 3 | L-3₹3.2 LRejected-Finance | ₹3.2 L | L-3 | Rejected-Finance REJECTED AS L-3 |
| Sl No | Description | Qty | Unit | UDAY RAJ SINGH | M/S D K SINGH | NAGENDRA KUMAR SINGH |
|---|---|---|---|---|---|---|
| 1.00work description | ||||||
| 1.01 | Dismantling steel work manually/by machanical means in built up sections without dismembering and stacking within 50 m. lead as per direction of Enginner-in-charge. ISMB (200X100) Girder
- 10 Nos. X 6.00m. X 25.40kg/m. = 1524.00kg
- 10 Nos. X 6.50m. X 25.40kg/m. = 1651.00kg | 3,175 | kg | 12,700 ₹14,986 | 19,050 ₹22,479 | 14,573.25 ₹17,196.44 |
| 1.02 | Labour charges for structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. ISMB (200X100) Girder
- 30 Nos. X 6.50m. X 25.40kg/m. = 4953.00kg | 4,953 | kg | 1,33,731 ₹1.6 L | 2,47,650 ₹2.9 L | 1,56,019.5 ₹1.8 L |
| 1.03 | Roof bolting in u/g including drilling by power drill manually with wet drilling arrangement (1.8 m length with 27 mm dia, drill bit for anchoring 20/22 mm dia roof bolts with resin capsule and fitting of bearing plates and W- strap (as and when required) and tightening of nuts etc complete. (All materials provided by colliery management free of cost) | 150 | nos | 27,000 ₹31,860 | 45,000 ₹53,100 | 26,250 ₹30,975 |
| 1.04 | Groove cutting in stone for foundation, manhole/duggi hole/pits and excavated material to be removed and stacked separately within 50m.distance.
In Floor– 2X(20.00m.x0.30m.X0.15 m.) = 1.80 m3
For Duggi – 30X(2 X0.30mx0.30mX0.50 m)=2.70 m3
Total - 4.50 m3 | 4.5 | m3 | 17,550 ₹20,709 | 24,750 ₹29,205 | 19,584 ₹23,109.12 |
| 1.05 | 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 - 2X(20.0 m.x3.15m.X0.30 m.) = 37.80 m3 | 37.8 | m3 | 1,24,513.2 ₹1.5 L | 1,89,000 ₹2.2 L | 1,47,117.6 ₹1.7 L |
| 1.06 | 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 Duggi – 30X 2 (0.30 m.x0.30m.X0.50 m.) =2.70 m3 | 2.7 | m3 | 7,560 ₹8,920.80 | 10,800 ₹12,744 | 8,550.55 ₹10,089.65 |
| 1.07 | Centring, shuttering, finishing and reinforcement including cutting, bending, placing in position
and binding and strutting, propping etc complete. Wall - (20.00 m.x3.00m.) = 60.00 m2 | 60 | m2 | 26,700 ₹31,506 | 54,000 ₹63,720 | 40,800 ₹48,144 |
| 1.08 | 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 - (20.00 m.x3.00m.) = 60.00 m2 | 60 | m2 | 12,780 ₹15,080.40 | 21,000 ₹24,780 | 14,820 ₹17,487.60 |
| 1.09 | Loading of all kind of building materials in to tubs at incline/Pit mouth on surface with lead of 50m.
CEMENT | 260 | Bag | 1,820 ₹2,147.60 | 2,600 ₹3,068 | 1,989 ₹2,347.02 |
Updated dates
Tender Value
₹10.2 L
EMD Value
₹12,800
Closing Date
17 Oct 2025, 5:00 pmClosed
STAFF OFFICER (MINING), SOHAGPUR AREA, SECL
f Officer (Mining) SECL Sohagpur Area, PO- Dhanpuri, Distt- Shahdol (MP),Mobile No.- 9425533459
Construction of 02 no. RCC wall for provide permanent side support and stabilization of the gallery walls in widen portion of side blasted gallery. For strengthening of roof Dismantling of old rusty girder and fixing of new steel girders Damini UG
2025_SECL_344974_1
SECL/SGP/SO(M)/eTender /35/25-26/713
Open Tender
Civil Works - Others
90 days
Damini UG Mine
As per NIT
7 documents required · 7 mandatory
₹12,800
26 Dec 2025
30 Sept 2025
20 Oct 2025
30 Sept 2025
17 Oct 2025
1 Oct 2025
30 Sept 2025 - 9 Oct 2025
work description
Dismantling steel work manually/by machanical means in built up sections without dismembering and stacking within 50 m. lead as per direction of Enginner-in-charge. ISMB (200X100) Girder - 10 Nos. X 6.00m. X 25.40kg/m. = 1524.00kg - 10 Nos. X 6.50m. X 25.40kg/m. = 1651.00kg
Labour charges for structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. ISMB (200X100) Girder - 30 Nos. X 6.50m. X 25.40kg/m. = 4953.00kg
Roof bolting in u/g including drilling by power drill manually with wet drilling arrangement (1.8 m length with 27 mm dia, drill bit for anchoring 20/22 mm dia roof bolts with resin capsule and fitting of bearing plates and W- strap (as and when required) and tightening of nuts etc complete. (All materials provided by colliery management free of cost)
Groove cutting in stone for foundation, manhole/duggi hole/pits and excavated material to be removed and stacked separately within 50m.distance. In Floor– 2X(20.00m.x0.30m.X0.15 m.) = 1.80 m3 For Duggi – 30X(2 X0.30mx0.30mX0.50 m)=2.70 m3 Total - 4.50 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 - 2X(20.0 m.x3.15m.X0.30 m.) = 37.80 m3
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 Duggi – 30X 2 (0.30 m.x0.30m.X0.50 m.) =2.70 m3
Centring, shuttering, finishing and reinforcement including cutting, bending, placing in position and binding and strutting, propping etc complete. Wall - (20.00 m.x3.00m.) = 60.00 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 - (20.00 m.x3.00m.) = 60.00 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 - 18.47 m3, Cement - 9.09 m3, stone chips- 36.05 m3, steel- 0.57 m3 = 64.18 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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