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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹70.2 LAccepted-Finance 496665 | RAIGARH | CHHATTISGARH | 496665 | ₹70.2 L | L1 | Accepted-Finance L1 bidder |
| 2 | L2₹70.7 LRejected-Finance A 49 10 VINDHYA COLONY PINOURA DISTRICT UMARIA MADHYA PRADESH 484555 | UMARIA | MADHYA PRADESH | 484555 | ₹70.7 L | L2 | Rejected-Finance Not L1 bidder |
| 3 | Rejected-Technical | - | - | Rejected-Technical Not Qualified in techno commercial evaluation |
| Sl No | Description | Qty | Unit | ABADH KISHOR SHARMA L2 | SANTOSH KUMAR SINGH 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) | 32.11 | Cubic Meter | 4,800 ₹1.5 L | 4,958.95 ₹1.6 L |
| 2.00 | 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) | 74.08 | Cubic Meter | 1,800 ₹1.3 L | 1,762.16 ₹1.3 L |
| 3.00 | 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) | 118.84 | Cubic Meter | 560 ₹66,550.40 | 550.59 ₹65,431.69 |
| 4.00 | Loading of material (Cement) into tub on surface within a lead of 50m. | 153.81 | Metric Tonnes | 170 ₹26,147.70 | 163.34 ₹25,123.53 |
| 5.00 | Loading of material (Sand) into tub on surface within a lead of 50m. | 175.55 | Cubic Meter | 290 ₹50,909.50 | 281.93 ₹49,491.98 |
| 6.00 | Loading of material (Stone aggregate below 40mm nominal size) into tub on surface within a lead of 50m. | 295.86 | Cubic Meter | 290 ₹85,799.40 | 281.93 ₹83,410.41 |
| 7.00 | Loading of material (Steel) into tub on surface within a lead of 50m. | 25.38 | Metric Tonnes | 170 ₹4,314.60 | 163.34 ₹4,145.60 |
| 8.00 | 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) | 153.81 | Metric Tonnes | 180 ₹27,685.80 | 170.37 ₹26,204.08 |
| 9.00 | 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) | 175.55 | Cubic Meter | 300 ₹52,665 | 294.06 ₹51,622.42 |
| 10.00 | 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) | 295.86 | Cubic Meter | 300 ₹88,758 | 294.06 ₹87,000.90 |
Updated dates
Tender Value
₹1.1 Cr
EMD Value
₹1.4 L
Closing Date
6 Apr 2026, 11:00 amClosed
Staff Officer Mining SECL Korba Area
Office of the General Manager Korba Area Post and District Korba Chhattisgarh
Construction of 60 Nos. RCC sectionalisation stoppings at 46LW panel, 38LW panel, G-III Top seam, G-IV seam, 68LW dip panel and 68LW rise panel at Dhewadih UG Mine
2026_SECL_356811_1
SECL/KB/GM/SO(M)/eNIT/25-26/25
Open Tender
Civil Works - Buildings
350 days
Korba
As per NIT
5 documents required · 5 mandatory
₹1.4 L
6 Jun 2026
16 Mar 2026
7 Apr 2026
16 Mar 2026
6 Apr 2026
17 Mar 2026
16 Mar 2026 - 25 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 (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)
Manual pushing of (Cement) tubs in underground for 600 m.
Manual pushing of (Sand) tubs in underground for 600 m.
Manual pushing of (Stone Chips) tubs in underground for 600 m.
Manual pushing of (Steel) tubs in underground for 600 m.
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - up to plinth level: 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size). DSR Item no. 5.1.2
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
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
12 mm cement plaster of mix: 1:6 (1 cement : 6 coarse sand). DSR Item no. 13.4.2
Neat cement punning. DSR Item no. 13.18
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
Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade: Two or more coats on new work. DSR Item no. 13.60.1
Total impact of GST for the purpose of CTC
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