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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 CrAdmitted-Finance | ₹1.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.2 CrAdmitted-Finance 496665 | RAIGARH | CHHATTISGARH | 496665 | ₹1.2 Cr | L2 | Admitted-Finance |
| 3 | L3₹1.2 CrAdmitted-Finance A 49 10 VINDHYA COLONY PINOURA DISTRICT UMARIA MADHYA PRADESH 484555 | UMARIA | MADHYA PRADESH | 484555 | ₹1.2 Cr | L3 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | Rejected-Technical Not Qualified in techno commercial evaluation |
| Sl No | Description | Qty | Unit | SANTOSH KUMAR SINGH L2 | ABADH KISHOR SHARMA L3 | NAMO FOUNDATION L1 |
|---|---|---|---|---|---|---|
| 1.00 | Groove cutting in roof/ floor (Hard Stone) for Stopping & Manhole by using chisel & hammer and removal of excavated cuttings up to a distance of 30m. Materials (i.e. hand shovel, hammer etc.) will be provided by the colliery management. (for underground) | 24.75 | Cubic Meter | 7,084.21 ₹1.8 L | 7,490 ₹1.9 L | 6,811.74 ₹1.7 L |
| 2.00 | Groove cutting in roof/ floor (Soft Stone) for Stopping & Manhole by using chisel & hammer and removal of excavated cuttings up to a distance of 30m. Materials (i.e. hand shovel, hammer etc.) will be provided by the colliery management. (for underground) | 24.75 | Cubic Meter | 5,665.87 ₹1.4 L | 5,990 ₹1.5 L | 5,447.95 ₹1.3 L |
| 3.00 | Groove cutting in roof/ floor (Coal) for Stopping & Manhole by using chisel & hammer and removal of excavated cuttings up to a distance of 30m. Materials (i.e. hand shovel, hammer etc.) will be provided by the colliery management. (for underground) | 75 | Cubic Meter | 2,517.37 ₹1.9 L | 2,660 ₹2.0 L | 2,420.55 ₹1.8 L |
| 4.00 | Malma Cleaning/removal of silt, muck, debris etc deposited in underground galleries, sump,drain and stacking/loading the same into mine tub or into belt conveyor as per the site requirement within a lead of 30 m. Materials (i.e. hand shovel, hammer etc.) will be provided by the colliery management. (for underground) | 405 | Cubic Meter | 786.55 ₹3.2 L | 830 ₹3.4 L | 756.3 ₹3.1 L |
| 5.00 | Loading of material (Cement) into tub on surface within a lead of 50m. | 188.85 | Metric Tonne | 233.34 ₹44,067.17 | 245 ₹46,268.25 | 224.37 ₹42,372.27 |
| 6.00 | Loading of material (Sand ) into tub on surface within a lead of 50m. | 205.02 | Cubic Meter | 402.75 ₹82,571.89 | 425 ₹87,133.50 | 387.26 ₹79,396.05 |
| 7.00 | Loading of material (stone aggregate below 40mm nominal size) into tub on surface within a lead of 50m. | 376.99 | Cubic Meter | 402.75 ₹1.5 L | 425 ₹1.6 L | 387.26 ₹1.5 L |
| 8.00 | Loading of material (Steel) into tub on surface within a lead of 50m. | 28.64 | Metric Tonne | 233.34 ₹6,683.93 | 244 ₹6,989.14 | 224.37 ₹6,426.85 |
| 9.00 | Unloading of material (Cement) at destination in U/G within a lead of 50m. (For each additional lead of 50 m subject to 0.50 Km maximum, there will 14.67% increase in rate) | 188.85 | Metric Tonne | 212.24 ₹40,082.13 | 222 ₹41,924.70 | 204.08 ₹38,540.51 |
| 10.00 | Unloading of material (Sand) at destination in U/G within a lead of 50m. (For each additional lead of 50 m subject to 0.50 Km maximum, there will 14.67% increase in rate) | 205.02 | Cubic Meter | 366.34 ₹75,107.03 | 384 ₹78,727.68 | 352.25 ₹72,218.29 |
Tender Value
₹1.3 Cr
EMD Value
₹1.7 L
Closing Date
9 Mar 2026, 11:00 amClosed
Staff Officer Mining SECL Korba Area
Office of the General Manager Korba Area Post and District Korba Chhattisgarh
Construction of 100 Nos. Isolation stopping for different panels (CMP-L3, L4, J4, J5, J6 and J7) and to seal off old depillaring panel-J3 at Rajgamar 6and7 Incline, Rajgamar Sub Area.
2026_SECL_353808_1
SECL/KB/GM/SO(M)/eNIT/25-26/23
Open Tender
Civil Works - Others
730 days
Korba
As per NIT
5 documents required · 5 mandatory
₹1.7 L
25 May 2026
20 Feb 2026
10 Mar 2026
20 Feb 2026
9 Mar 2026
21 Feb 2026
20 Feb 2026 - 2 Mar 2026
Groove cutting in roof/ floor (Hard Stone) for Stopping & Manhole by using chisel & hammer and removal of excavated cuttings up to a distance of 30m. Materials (i.e. hand shovel, hammer etc.) will be provided by the colliery management. (for underground)
Groove cutting in roof/ floor (Soft Stone) for Stopping & Manhole by using chisel & hammer and removal of excavated cuttings up to a distance of 30m. Materials (i.e. hand shovel, hammer etc.) will be provided by the colliery management. (for underground)
Groove cutting in roof/ floor (Coal) for Stopping & Manhole by using chisel & hammer and removal of excavated cuttings up to a distance of 30m. Materials (i.e. hand shovel, hammer etc.) will be provided by the colliery management. (for underground)
Malma Cleaning/removal of silt, muck, debris etc deposited in underground galleries, sump,drain and stacking/loading the same into mine tub or into belt conveyor as per the site requirement within a lead of 30 m. Materials (i.e. hand shovel, hammer etc.) will be provided by the colliery management. (for underground)
Loading of material (Cement) into tub on surface within a lead of 50m.
Loading of material (Sand ) into tub on surface within a lead of 50m.
Loading of material (stone aggregate below 40mm nominal size) into tub on surface within a lead of 50m.
Loading of material (Steel) into tub on surface within a lead of 50m.
Unloading of material (Cement) at destination in U/G within a lead of 50m. (For each additional lead of 50 m subject to 0.50 Km maximum, there will 14.67% increase in rate)
Unloading of material (Sand) at destination in U/G within a lead of 50m. (For each additional lead of 50 m subject to 0.50 Km maximum, there will 14.67% increase in rate)
Unloading of material (Stone aggregate below 40mm nominal size) at destination in U/G within a lead of 50m. (For each additional lead of 50 m subject to 0.50 Km maximum, there will 14.67% increase in rate)
Unloading of material (Steel) at destination in U/G within a lead of 50m. (For each additional lead of 50 m subject to 0.50 Km maximum, there will 14.67% increase in rate)
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up to floor five level excluding cost of centering, shuttering, finishing and reinforcement. 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size). DSR Item No. 5.2.2
12 mm cement plaster of mix: 1:6 (1 cement : 6 coarse sand). DSR Item No. 13.4.2
Centering and shuttering including strutting, propping etc. and removal of form for : Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. DSR Item No. 5.9.2
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level for Cold twisted bars. DSR Item No. 5.22.3
Total impact of GST for the purpose of CTC
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