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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹18.2 LAccepted-AOC WARD NO 06 RANJCET DAFAI AMLAI COLLIERY DISTT ANUPPUR M P | ANUPPUR | ANUPPUR | MADHYA PRADESH | ₹18.2 L | L-1 | Accepted-AOC Accepted as L-1 |
| 2 | L-2₹18.5 L+₹27,651.16 (1.52%)Rejected-Finance CAMP WARD NO 17 GHAROULA MOHALLA NEW BUS STAND SHAHDOL DIST SHAHDOL MP PIN 484001 | SHAHDOL | MADHYA PRADESH | 484001 | ₹18.5 L+₹27,651.16 (1.52%) | L-2 | Rejected-Finance Rejected as L-2 |
| 3 | L-3₹19.5 L+₹1.3 L (7.05%)Rejected-Finance | ₹19.5 L+₹1.3 L (7.05%) | L-3 | Rejected-Finance Rejected as L-3 |
| 4 | Rejected-Technical | - | - | Rejected-Technical Techincally Rejectd |
| Sl No | Description | Qty | Unit | UDAY RAJ SINGH L1 | M/S D K SINGH L2 | AMIT KUMAR JAISWAL L3 |
|---|---|---|---|---|---|---|
| 1.00PARTICULAR | ||||||
| 1.01 | Cleaning/removal of malma /muck from UG sump and stacking within 50m distance .
Along (-) 17L between 1RE to 4RE = 50.00 mtr.
Along (-) 18L between 1RE to 4RE = 75.00 mtr.
Along (-) 19L between 1RE to 4RE = 65.00 mtr.
Along (-) 20L between 1RE to 4RE = 70.00 mtr Along (-) 21L between 1RE to 4RE = 70.00 mtr Along (-) 22L between 1RE to 4RE = 70.00 mtr
1RE between (-) 17L to (-) 22L = 80.00 mtr.
2RE between (-) 17L to (-) 22L = 90.00 mtr.
3RE between (-) 17L to (-) 22L = 85.00 mtr.
Total = 655 mtr.
(0.90)
Volume of silt = 655.00 x 4.10 x 1.20 +1.00+ 0.60+1.20 + 0.50 = 2416.95 m3 | 2,416.95 | cubic mtr | 11,48,051.25 ₹13,54,700.48 Lowest | 12,08,475 ₹14,26,000.5 | 12,61,261.19 ₹14,88,288.2 |
| 1.02 | Groove cutting in stone for foundation, manhole/duggi hole/pits and excavated material to be removed and stacked separately within 50m.distance.
In Floor– 10X(5.15m.x0.30m.X0.30 m.) = 4.63 m3
In side– 10X2(1.50m X 0.30m X 0.50m) = 4.50 m3
Total - 9.13 m3 | 9.13 | cubic mtr | 36,520 ₹43,093.6 | 27,390 ₹32,320.2 Lowest | 34,711.71 ₹40,959.82 |
| 1.03 | 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)
In wall - 10X(5.15 m.x1.80m.X0.30 m.) = 27.81m3 | 27.81 | cubic mtr | 1,11,240 ₹1,31,263.2 | 83,430 ₹98,447.4 Lowest | 94,508.11 ₹1,11,519.57 |
| 1.04 | Centring, shuttering, finishing and reinforcement including cutting, bending, placing in position
and binding and strutting, propping etc complete. Wall -10 X 2 X 4.15X1.50 =124.50 m2 | 124.5 | square meter | 56,025 ₹66,109.5 | 49,800 ₹58,764 Lowest | 81,176.49 ₹95,788.26 |
| 1.05 | 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
Wall - 6 X 2 X 4.15X1.50 = 124.50 m2 | 124.5 | square meter | 18,675 ₹22,036.5 Lowest | 31,125 ₹36,727.5 | 29,532.65 ₹34,848.53 |
| 1.06 | Loading of all kind of building materials in to tubs at incline/Pit mouth on surface with lead of 50m.
CEMENT | 182 | Bag | 1,638 ₹1,932.84 | 1,638 ₹1,932.84 | 1,213.94 ₹1,432.45 Lowest |
| 1.07 | SAND | 13.31 | cubic mtr | 3,327.5 ₹3,926.45 | 1,996.5 ₹2,355.87 Lowest | 2,670.92 ₹3,151.69 |
| 1.08 | STONE CHIPS | 24.75 | cubic mtr | 6,187.5 ₹7,301.25 | 3,712.5 ₹4,380.75 Lowest | 4,966.58 ₹5,860.56 |
| 1.09 | STEEL ROD | 0.99 | Tonne | 89.1 ₹105.14 | 99 ₹116.82 | 67.8 ₹80 Lowest |
Tender Value
₹28.3 L
EMD Value
₹35,400
Closing Date
15 Jun 2026, 5:00 pmClosed
STAFF OFFICER MINING
OFFICE OF THE STAFF OFFICER MINING
Cleaning of 2RE Sump of Burhar VI Bottom seam for increase the capacity of Sump and Construction of 10 Nos. Retaining wall to around 2RE Sump adjacent to 6m. down through Fault of Burhar VI Bottom seam at Damni UG mine
2026_SECL_360703_1
SECL/SGP/SO(M)/2026-27/NIT-736 dated 03-06-2026
Open Tender
Civil Works - Others
Item Rate
120 days
DAMNI UG MINE
as per NIT
7 documents required · 7 mandatory
₹35,400
8 Aug 2026
3 Jun 2026
17 Jun 2026
3 Jun 2026
15 Jun 2026
4 Jun 2026
3 Jun 2026 - 11 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1PARTICULAR | |||||
| 1.01 | Cleaning/removal of malma /muck from UG sump and stacking within 50m distance .
Along (-) 17L between 1RE to 4RE = 50.00 mtr.
Along (-) 18L between 1RE to 4RE = 75.00 mtr.
Along (-) 19L between 1RE to 4RE = 65.00 mtr.
Along (-) 20L between 1RE to 4RE = 70.00 mtr Along (-) 21L between 1RE to 4RE = 70.00 mtr Along (-) 22L between 1RE to 4RE = 70.00 mtr
1RE between (-) 17L to (-) 22L = 80.00 mtr.
2RE between (-) 17L to (-) 22L = 90.00 mtr.
3RE between (-) 17L to (-) 22L = 85.00 mtr.
Total = 655 mtr.
(0.90)
Volume of silt = 655.00 x 4.10 x 1.20 +1.00+ 0.60+1.20 + 0.50 = 2416.95 m3 | 1 | cubic mtr | 756.29 | ₹755.53 |
| 1.02 | Groove cutting in stone for foundation, manhole/duggi hole/pits and excavated material to be removed and stacked separately within 50m.distance.
In Floor– 10X(5.15m.x0.30m.X0.30 m.) = 4.63 m3
In side– 10X2(1.50m X 0.30m X 0.50m) = 4.50 m3
Total - 9.13 m3 | - | cubic mtr | 5,510.07 | - |
| 1.03 | 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)
In wall - 10X(5.15 m.x1.80m.X0.30 m.) = 27.81m3 | 1 | cubic mtr | 4,925.15 | ₹4,920.22 |
| 1.04 | Centring, shuttering, finishing and reinforcement including cutting, bending, placing in position
and binding and strutting, propping etc complete. Wall -10 X 2 X 4.15X1.50 =124.50 m2 | - | square meter | 944.97 | - |
| 1.05 | 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
Wall - 6 X 2 X 4.15X1.50 = 124.50 m2 | - | square meter | 343.79 | - |
| 1.06 | Loading of all kind of building materials in to tubs at incline/Pit mouth on surface with lead of 50m.
CEMENT | - | Bag | 9.68 | - |
| 1.07 | SAND | - | cubic mtr | 290.84 | - |
| 1.08 | STONE CHIPS | - | cubic mtr | 290.84 | - |
| 1.09 | STEEL ROD | - | Tonne | 99.26 | - |
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