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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹8.5 LAccepted-AOC CAMP WARD NO 17 GHAROULA MOHALLA NEW BUS STAND SHAHDOL DIST SHAHDOL MP PIN 484001 | SHAHDOL | MADHYA PRADESH | 484001 | ₹8.5 L | L-1 | Accepted-AOC Accepted as L-1 |
| 2 | L-2₹9.4 LRejected-Finance CAMP VILLAGE DEVGAI POST KUDRI SHADOL MP PIN 484110 | SHAHDOL | MADHYA PRADESH | 484110 | ₹9.4 L | L-2 | Rejected-Finance Rejected as L-2 |
| 3 | L-3₹10.3 LRejected-Finance | ₹10.3 L | L-3 | Rejected-Finance Rejected as L-3 |
| 4 | L-4₹14.3 LRejected-Finance WARD NO 06 RANJCET DAFAI AMLAI COLLIERY DISTT ANUPPUR M P | ANUPPUR | ANUPPUR | MADHYA PRADESH | ₹14.3 L | L-4 | Rejected-Finance Rejected as L-4 |
| 5 | L-5₹14.3 LRejected-Finance | ₹14.3 L | L-5 | Rejected-Finance Rejected as L-5 |
| Sl No | Description | Qty | Unit | UDAY RAJ SINGH L4 | M/S D K SINGH L1 | AMIT KUMAR JAISWAL L3 | RAVI KUMAR JAISWAL L2 | SURENDRA KUMAR SINGH L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00PARTICULAR | ||||||||
| 1.01 | (A) Labour cost
Roof Heighting ( Drilling, Blasting, Dressing, Including Mucking etc.)
2 (6.50 X4.50X1.50) = 87.75 m3 | 87.75 | cubic mtr | 3,43,102.5 ₹4,04,860.95 | 1,75,500 ₹2,07,090 Lowest | 2,48,096.45 ₹2,92,753.81 | 2,20,340.25 ₹2,60,001.5 | 3,43,102.5 ₹4,04,860.95 |
| 1.02 | Roof Heighting ( Drilling, Blasting, Dressing, Excluding Mucking etc.)
2X2X (4.50 X4.50X(1.50+0.50/2) = 81.00 m3 | 81 | cubic mtr | 2,69,730 ₹3,18,281.4 | 1,94,400 ₹2,29,392 | 1,94,214.51 ₹2,29,173.12 | 1,72,449 ₹2,03,489.82 Lowest | 2,69,730 ₹3,18,281.4 |
| 1.03 | Groove cutting in stone for foundation, manhole/duggi hole/pits and excavated material to be removed and stacked separately within 50m.distance.
Lower wall floor – 2X2X(5.10m.x0.30m.X0.25 m.) = 1.53 m3
Upper Wal roof – 2X2X(4.50m.x0.15m.X0.10 m.) = 0.27 m3
Upper wall side- 2X2X2X1.50X0.15X0.10= 0.18 m3
Total - 1.98 m3 | 1.98 | cubic mtr | 11,945.34 ₹14,095.5 | 4,950 ₹5,841 Lowest | 8,597.02 ₹10,144.48 | 7,636.86 ₹9,011.49 | 11,949.3 ₹14,100.17 |
| 1.04 | Groove cutting in Coal/Shale for foundation, manhole/duggi hole/pits and excavated material to be removed and stacked separately within 50m.distance.
Lower wallside- 2X2X2X2.50X0.30X0.50= 3.00 m3 | 3 | cubic mtr | 7,452 ₹8,793.36 | 3,000 ₹3,540 Lowest | 5,363.55 ₹6,328.99 | 5,100 ₹6,018 | 7,455 ₹8,796.9 |
| 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)
Lower Wall - 2X2X5.10X2.75X0.30 = 16.83 M3
In Upper Wall - 2X2X4.50X1.60X0.15 = 4.32 M3
Roof Slab - 2X5.10 X 4.50 X 0.10 = 4.59 m3
Total - 25.74 m3 | 25.74 | cubic mtr | 1,38,815.82 ₹1,63,802.67 | 77,220 ₹91,119.6 Lowest | 99,897.45 ₹1,17,878.99 | 90,090 ₹1,06,306.2 | 1,38,867.3 ₹1,63,863.41 |
| 1.06 | Centring, shuttering, finishing and reinforcement including cutting, bending, placing in position
and binding and strutting, propping etc complete.
Lower Wall - 2X2X2 X4.50 X 2.50 =90.00 M2 Upper Wall - 2X2 X4.50 X 1.50 =27.00 M2 Roof Slab - 2X4.5 X 4.50 = 40.50 m3
Total = 157.50 M2 | 157.5 | sq. mtr | 1,63,012.5 ₹1,92,354.75 | 74,812.5 ₹88,278.75 Lowest | 1,17,309.15 ₹1,38,424.8 | 94,500 ₹1,11,510 | 1,63,012.5 ₹1,92,354.75 |
| 1.07 | 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
Lower Wall - 2X2X4.50 X 2.50 =45.00 m3 Upper Wall - 2X2 X4.30 X 1.50 =25.80 m3 Roof Slab - 2X4.5 X 4.50 = 40.50 m3
Total = 111.30 m3 | 111.3 | cubic mtr | 41,848.8 ₹49,381.58 | 25,042.5 ₹29,550.15 Lowest | 30,151.17 ₹35,578.38 | 27,825 ₹32,833.5 | 42,294 ₹49,906.92 |
| 1.08 | Loading of all kind of building materials in to tubs at incline/Pit mouth on surface with lead of 50m.
Cement | 168 | Bag | 1,764 ₹2,081.52 | 1,680 ₹1,982.4 | 1,280.16 ₹1,510.59 Lowest | 1,512 ₹1,784.16 | 1,764 ₹2,081.52 |
| 1.09 | Sand | 12.28 | cubic mtr | 3,892.76 ₹4,593.46 | 1,842 ₹2,173.56 Lowest | 2,814.33 ₹3,320.91 | 3,070 ₹3,622.6 | 3,892.76 ₹4,593.46 |
Tender Value
₹13.1 L
EMD Value
₹16,500
Closing Date
2 Jun 2026, 5:00 pmClosed
STAFF OFFICER MINING
OFFICE OF THE STAFF OFFICER MINING
Construction of 02 Nos. Air Crossing in working panels of Damni UG Mine of Sohagpur Area.
2026_SECL_360049_1
SECL/SGP/SO(M)/2026-27/NIT-732 dated 22-05-2026
Open Tender
Civil Works - Roads
Item Rate
90 days
DAMNI UG MINE
as per NIT
7 documents required · 7 mandatory
₹16,500
7 Aug 2026
22 May 2026
4 Jun 2026
22 May 2026
2 Jun 2026
23 May 2026
22 May 2026 - 29 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1PARTICULAR | |||||
| 1.01 | (A) Labour cost
Roof Heighting ( Drilling, Blasting, Dressing, Including Mucking etc.)
2 (6.50 X4.50X1.50) = 87.75 m3 | - | cubic mtr | 3,587.96 | - |
| 1.02 | Roof Heighting ( Drilling, Blasting, Dressing, Excluding Mucking etc.)
2X2X (4.50 X4.50X(1.50+0.50/2) = 81.00 m3 | - | cubic mtr | 3,042.79 | - |
| 1.03 | Groove cutting in stone for foundation, manhole/duggi hole/pits and excavated material to be removed and stacked separately within 50m.distance.
Lower wall floor – 2X2X(5.10m.x0.30m.X0.25 m.) = 1.53 m3
Upper Wal roof – 2X2X(4.50m.x0.15m.X0.10 m.) = 0.27 m3
Upper wall side- 2X2X2X1.50X0.15X0.10= 0.18 m3
Total - 1.98 m3 | - | cubic mtr | 5,510.07 | - |
| 1.04 | Groove cutting in Coal/Shale for foundation, manhole/duggi hole/pits and excavated material to be removed and stacked separately within 50m.distance.
Lower wallside- 2X2X2X2.50X0.30X0.50= 3.00 m3 | - | cubic mtr | 2,268.85 | - |
| 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)
Lower Wall - 2X2X5.10X2.75X0.30 = 16.83 M3
In Upper Wall - 2X2X4.50X1.60X0.15 = 4.32 M3
Roof Slab - 2X5.10 X 4.50 X 0.10 = 4.59 m3
Total - 25.74 m3 | 1 | cubic mtr | 4,925.16 | ₹4,920.23 |
| 1.06 | Centring, shuttering, finishing and reinforcement including cutting, bending, placing in position
and binding and strutting, propping etc complete.
Lower Wall - 2X2X2 X4.50 X 2.50 =90.00 M2 Upper Wall - 2X2 X4.50 X 1.50 =27.00 M2 Roof Slab - 2X4.5 X 4.50 = 40.50 m3
Total = 157.50 M2 | - | sq. mtr | 945.21 | - |
| 1.07 | 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
Lower Wall - 2X2X4.50 X 2.50 =45.00 m3 Upper Wall - 2X2 X4.30 X 1.50 =25.80 m3 Roof Slab - 2X4.5 X 4.50 = 40.50 m3
Total = 111.30 m3 | 1 | cubic mtr | 343.79 | ₹343.45 |
| 1.08 | Loading of all kind of building materials in to tubs at incline/Pit mouth on surface with lead of 50m.
Cement | - | Bag | 9.68 | - |
| 1.09 | Sand | 1 | cubic mtr | 290.84 | ₹290.55 |
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