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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹29.4 LAccepted-AOC C O BAUPUR MAJHAULIA DISTT CHAPRA BIHAR | SARAN | BIHAR | 841101 | ₹29.4 L Quoted ₹24.9 L | L1 | Accepted-AOC L1 bidder |
| 2 | L2₹25.5 LRejected-Finance | ₹25.5 L | L2 | Rejected-Finance Not L1 bidder |
| 3 | L3₹34.5 LRejected-Finance WARD NO 21 LIG 136 R P NAGAR KORBA CHHATTISGARH PIN 495677 | KORBA | CHHATTISGARH | 495677 | ₹34.5 L | L3 | Rejected-Finance Not L1 bidder |
| Sl No | Description | Qty | Unit | UTILITY ENTERPRISES L3 | PAWAN KUMAR L2 | AMARENDRA KUMAR RAI L1 |
|---|---|---|---|---|---|---|
| 1.00 | Drilling (Power Drill)/blasting in roof /sides in stone / drifting, and removal of excavated materials manually upto 30m lead in UG. Materials (i.e. hand shovel, hammer etc.) will be provided by the colliery management. | 153.82 | Cubic Meter | 2,299.36 ₹3.5 L | 1,720 ₹2.6 L | 1,500 ₹2.3 L |
| 2.00 | 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) | 19.4 | Cubic Meter | 7,186.38 ₹1.4 L | 5,380 ₹1.0 L | 5,000 ₹97,000 |
| 3.00 | Roof bolting (1.5m Length, 29mm dia) by machenical drilling of holes, jamming tightening the roof bolts with bearing plates /w- straps including carriage of material from nearest district store to working faces within a lead of 500 m. (i). Material Like drill Rod , Drill bit will be provided by the department.(ii). Material like mechanical drill machine /UDM , drill cable , etc. will be provided by the colliery management. (iii). Arrangement of water & power will be provided by the management . (for underground). | 180 | Nos | 190.73 ₹34,331.40 | 150 ₹27,000 | 140 ₹25,200 |
| 4.00 | 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) | 19.04 | Cubic Meter | 2,553.68 ₹48,622.07 | 1,910 ₹36,366.40 | 2,000 ₹38,080 |
| 5.00 | 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) | 102.56 | Cubic Meter | 797.89 ₹81,831.60 | 600 ₹61,536 | 700 ₹71,792 |
| 6.00 | Loading of material (Bricks) into tub on surface within a lead of 50m. | 88.86 | Thousand | 762.52 ₹67,757.53 | 570 ₹50,650.20 | 722 ₹64,156.92 |
| 7.00 | Loading of material (Cement) into tub on surface within a lead of 50m. | 27.43 | Metric Tonne | 236.71 ₹6,492.96 | 180 ₹4,937.40 | 224 ₹6,144.32 |
| 8.00 | Loading of material (Sand) into tub on surface within a lead of 50m. | 67.22 | Cubic Meter | 408.55 ₹27,462.73 | 300 ₹20,166 | 387 ₹26,014.14 |
| 9.00 | Loading of material (Stone Chips) into tub on surface within a lead of 50m. | 28.31 | Cubic Meter | 408.55 ₹11,566.05 | 300 ₹8,493 | 387 ₹10,955.97 |
| 10.00 | Loading of material (Steel) into tub on surface within a lead of 50m. | 2.09 | Metric Tonne | 236.37 ₹494.01 | 175 ₹365.75 | 224 ₹468.16 |
Updated dates
Tender Value
₹38.6 L
EMD Value
₹48,300
Closing Date
7 Feb 2026, 11:00 amClosed
Staff Officer Mining SECL Korba Area
Office of the General Manager Korba Area Post and District Korba Chhattisgarh
Construction of 22 Nos. ventilation stopping and 02 Nos. air crossing and 04 Nos. sectionalisation stopping 31LE panel at Singhali UG Mine, Korba Area.
2026_SECL_351690_1
SECL/KB/GM/SO(M)/eNIT/25-26/21
Open Tender
Civil Works - Buildings
290 days
Korba
As per NIT
4 documents required · 4 mandatory
₹48,300
12 Mar 2026
23 Jan 2026
9 Feb 2026
23 Jan 2026
7 Feb 2026
24 Jan 2026
23 Jan 2026 - 27 Jan 2026
Drilling (Power Drill)/blasting in roof /sides in stone / drifting, and removal of excavated materials manually upto 30m lead in UG. Materials (i.e. hand shovel, hammer etc.) will be provided by the colliery management.
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)
Roof bolting (1.5m Length, 29mm dia) by machenical drilling of holes, jamming tightening the roof bolts with bearing plates /w- straps including carriage of material from nearest district store to working faces within a lead of 500 m. (i). Material Like drill Rod , Drill bit will be provided by the department.(ii). Material like mechanical drill machine /UDM , drill cable , etc. will be provided by the colliery management. (iii). Arrangement of water & power will be provided by the 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 (Bricks) into tub on surface within a lead of 50m.
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 Chips) 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 (Bricks) 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) (UG Lead = 300-50= 250/50 = 5 lead additional).
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) (UG Lead = 300-50= 250/50 = 5 lead additional).
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) (UG Lead = 300-50= 250/50 = 5 lead additional).
Unloading of material (Stone Chips) 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) (UG Lead = 300-50= 250/50 = 5 lead additional).
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) (UG Lead = 300-50= 250/50 = 5 lead additional).
Manual pushing of (Bricks) tubs in underground for every 30m. or part thereof in excess of first 30m. Lead -7
Manual pushing of (Cement) tubs in underground for every 30m. or part thereof in excess of first 30m. Lead -7
Manual pushing of (Sand) tubs in underground for every 30m. or part thereof in excess of first 30m. Lead -7
Manual pushing of (Stone Chips) tubs in underground for every 30m. or part thereof in excess of first 30m. Lead -7
Manual pushing of (Steel) tubs in underground for every 30m. or part thereof in excess of first 30m. Lead -7
Brick work with flyash F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in : Cement mortar 1:6 (1 cement : 6 coarse sand) DSR Item 6.1.2
Brick workwith flyash F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor five level in : Cement mortar 1:6 (1 cement : 6 coarse sand), DSR Item 6.32.2
12 mm cement plaster of mix: 1:6 (1 cement : 6 coarse sand), DSR Item 13.4.2
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 5.2.2
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 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 5.22.3
White washing with lime to give an even shade: New work (three or more coats), DSR Item 13.37.1
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 13.60.1
Neat cement punning. DSR Item 13.18
Total impact of GST for the purpose of CTC
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