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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹49.4 LAccepted-AOC | ₹49.4 L | L-1 | Accepted-AOC Accepted as L-1 |
| 2 | L-2₹49.5 L+₹15,950.50 (0.32%)Rejected-Finance | ₹49.5 L+₹15,950.50 (0.32%) | L-2 | Rejected-Finance Rejected as L-2 |
| 3 | L-3₹77.8 L+₹28.4 L (57.5%)Rejected-Finance H NO 222 1 GHUTRIDAFAI HALDIBADI CHIRIMIRI KORIYA CHHATTISGARH 497451 | KOREA | CHHATTISGARH | 497451 | ₹77.8 L+₹28.4 L (57.5%) | L-3 | Rejected-Finance Rejected as L-3 |
| 4 | L-4₹83.2 L+₹33.9 L (68.6%)Rejected-Finance WARD NO 06 RANJCET DAFAI AMLAI COLLIERY DISTT ANUPPUR M P | ANUPPUR | ANUPPUR | MADHYA PRADESH | ₹83.2 L+₹33.9 L (68.6%) | L-4 | Rejected-Finance Rejected as L-4 |
| 5 | L-5₹83.4 L+₹34.0 L (68.9%)Rejected-Finance | ₹83.4 L+₹34.0 L (68.9%) | L-5 | Rejected-Finance Rejected as L-5 |
| Sl No | Description | Qty | Unit | VIKASH KUMAR VISHWAKARMA L1 | UDAY RAJ SINGH L4 | MAHENDRA SINGH L2 | SURENDRA KUMAR SINGH L5 | HASDEO TERRATRAVERSE LLP L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00(A) Labour cost | ||||||||
| 1.01 | cleaning/removal of debris/stone from galleries and stacking within 50 mtr. | 166.11 | m3 | 58,593.64 ₹69,140.5 | 98,669.34 ₹1,16,429.82 | 49,833 ₹58,802.94 Lowest | 98,835.45 ₹1,16,625.83 | 91,360.5 ₹1,07,805.39 |
| 1.02 | Groove cutting for stopping and manhole by chisel/pickaxe and hammer
(a )in soft stone | 12.57 | m3 | 44,812.05 ₹52,878.22 | 75,495.42 ₹89,084.6 | 43,995 ₹51,914.1 Lowest | 75,495.42 ₹89,084.6 | 70,392 ₹83,062.56 |
| 1.03 | (b) In soft stone | 12.57 | m3 | 44,812.05 ₹52,878.22 | 75,495.42 ₹89,084.6 | 43,995 ₹51,914.1 Lowest | 75,507.99 ₹89,099.43 | 71,045.64 ₹83,833.86 |
| 1.04 | (c) In Coal | 40.95 | m3 | 40,077.77 ₹47,291.77 Lowest | 67,567.5 ₹79,729.65 | 45,045 ₹53,153.1 | 67,772.25 ₹79,971.26 | 63,063 ₹74,414.34 |
| 1.05 | Reinforced cement concrete(1:2:4) in wall/roof ceiling of air crossing/stopping (any thickness)in u/g (Excluding,shuttering, reinforcement cutting, bending, placing in position and binding etc) | 297.46 | m3 | 9,47,886.04 ₹11,18,505.53 Lowest | 15,97,360.2 ₹18,84,885.04 | 9,81,618 ₹11,58,309.24 | 15,97,360.2 ₹18,84,885.04 | 14,67,965.1 ₹17,32,198.82 |
| 1.06 | Centring, shuttering, finishing and reinforcement including cutting,bending, placing in position and binding and strutting, propping etc complete.
(6.00 x 3.50x 2 x42) = 1764.00 m2 | 1,542.45 | m2 | 9,43,979.4 ₹11,13,895.69 | 15,88,723.5 ₹18,74,693.73 | 6,94,102.5 ₹8,19,040.95 Lowest | 15,88,723.5 ₹18,74,693.73 | 14,65,327.5 ₹17,29,086.45 |
| 1.07 | Cement concrete/PCC (1:2:4) in foundation/plinth/flooring/wall(any thickness)in ug(excluding centring, shuttering and cost of material) | 19.43 | m3 | 50,395.59 ₹59,466.8 Lowest | 84,909.1 ₹1,00,192.74 | 52,461 ₹61,903.98 | 85,006.25 ₹1,00,307.38 | 79,672.72 ₹94,013.81 |
| 1.08 | 6mm thick cement plaster(1:4) to RCC/PCC work in u/g (exclusive material) | 1,542.45 | m2 | 3,43,195.13 ₹4,04,970.25 | 5,78,418.75 ₹6,82,534.13 | 2,77,641 ₹3,27,616.38 Lowest | 5,86,131 ₹6,91,634.58 | 5,36,772.6 ₹6,33,391.67 |
| 1.09 | 12 mm thick cement plaster(1:4) to RCC/PCC work in u/g (exclusive material) | 569.1 | m2 | 1,36,242.54 ₹1,60,766.2 | 2,29,347.3 ₹2,70,629.81 | 1,02,438 ₹1,20,876.84 Lowest | 2,30,485.5 ₹2,71,972.89 | 2,16,258 ₹2,55,184.44 |
Tender Value
₹76.4 L
EMD Value
₹95,500
Closing Date
24 Jun 2026, 5:00 pmClosed
STAFF OFFICER MINING
OFFICE OF THE STAFF OFFICER MINING
Construction of 16 Nos. R.C.C. sectionalization stoppings in Panel T17, T18 T19, in Seam VII and 26 nos RCC Isolation stoppings in Panel B36, B5, B35 and B6 in Seam VIB at Khairaha U. G. Mine.
2026_SECL_360920_1
SECL/SGP/SO(M)/2026-27/NIT-737 dated 08-06-2026
Open Tender
Civil Works - Others
Item Rate
365 days
KHAIRAHA UG
as per NIT
8 documents required · 8 mandatory
₹95,500
1 Aug 2026
8 Jun 2026
26 Jun 2026
8 Jun 2026
24 Jun 2026
9 Jun 2026
8 Jun 2026 - 17 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1(A) Labour cost | |||||
| 1.01 | cleaning/removal of debris/stone from galleries and stacking within 50 mtr. | 166.11 | m3 | 545.18 | ₹90,559.85 |
| 1.02 | Groove cutting for stopping and manhole by chisel/pickaxe and hammer
(a )in soft stone | 12.57 | m3 | 5,510.21 | ₹69,263.34 |
| 1.03 | (b) In soft stone | 12.57 | m3 | 5,510.21 | ₹69,263.34 |
| 1.04 | (c) In Coal | 40.95 | m3 | 1,512.61 | ₹61,941.38 |
| 1.05 | Reinforced cement concrete(1:2:4) in wall/roof ceiling of air crossing/stopping (any thickness)in u/g (Excluding,shuttering, reinforcement cutting, bending, placing in position and binding etc) | 297.46 | m3 | 4,925.15 | ₹14,65,035.12 |
| 1.06 | Centring, shuttering, finishing and reinforcement including cutting,bending, placing in position and binding and strutting, propping etc complete.
(6.00 x 3.50x 2 x42) = 1764.00 m2 | 1,542.45 | m2 | 945.21 | ₹14,57,939.16 |
| 1.07 | Cement concrete/PCC (1:2:4) in foundation/plinth/flooring/wall(any thickness)in ug(excluding centring, shuttering and cost of material) | 19.43 | m3 | 4,008.8 | ₹77,890.98 |
| 1.08 | 6mm thick cement plaster(1:4) to RCC/PCC work in u/g (exclusive material) | 1,542.45 | m2 | 343.79 | ₹5,30,278.89 |
| 1.09 | 12 mm thick cement plaster(1:4) to RCC/PCC work in u/g (exclusive material) | 569.1 | m2 | 370 | ₹2,10,567 |
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