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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹3.9 LAccepted-AOC WARD NO 15 CINEMA ROAD DHANPURI MP 484114 | DHANPURI | SHAHDOL | MADHYA PRADESH | 484114 | ₹3.9 L | L-1 | Accepted-AOC Accepted as L-1 |
| 2 | L-2₹4.6 LRejected-Finance | ₹4.6 L | L-2 | Rejected-Finance Rejected as L-2 |
| 3 | L-3₹4.8 LRejected-Finance | ₹4.8 L | L-3 | Rejected-Finance Rejected as L-3 |
| Sl No | Description | Qty | Unit | MOHD ISMAIL | VIKASH KUMAR VISHWAKARMA | NAGENDRA KUMAR SINGH |
|---|---|---|---|---|---|---|
| 1.00work description | ||||||
| 1.01 | Cleaning/Removal of debris/stone from galleries and stacking within 50 m distance
20 X 6.00m. X 2.50m. X 0.20m. = 108 m3 | 60 | m3 | 23,700 ₹27,966 | 27,780 ₹32,780.40 | 24,540 ₹28,957.20 |
| 1.02 | Groove cutting in stone for foundation, manhole/duggi hole/pits and excavated material to be removed and stacked separately within 50m.distance.
Length – 20X2X(5.00m.x0.10m.X0.15 m.) = 3.00 m3
Width – 20X2X(1.30m.x0.10m.X0.15 m.) = 0.78 m3
Total - 3.78 m3 | 3.78 | m3 | 13,230 ₹15,611.40 | 17,682.84 ₹20,865.75 | 16,254 ₹19,179.72 |
| 1.03 | Cement concrete/ PCC (1:2:4) in foundation/plinth/flooring/wall (any thickness) in u/g
(Excluding centring, shuttering and cost of CC materials).
Length– 20X2X(5.00m.x0.10m.X0.60 m.) = 12.00 m3
Width – 20X2X(1.30m.x0.10m.X0.60 m.) = 3.12 m3
Top - 20X(5.00m.x 1.5m.X0.10 m.) = 15.00 m3
Total - 30.12 m3 | 30.12 | m3 | 90,058.8 ₹1.1 L | 1,02,498.36 ₹1.2 L | 1,05,420 ₹1.2 L |
| 1.04 | Centring, shuttering, finishing and reinforcement including cutting, bending, placing in position and binding and strutting, propping etc complete.
Length– 20X2X(5.00m.x0.45 m.) = 90.00 m2, Width – 20X2X(1.30m.x0.45m.) = 23.40 m2 | 113.4 | m2 | 58,174.2 ₹68,645.56 | 90,946.8 ₹1.1 L | 80,400.6 ₹94,872.71 |
| 1.05 | Filling/packing of haulage track line with unserviceable materials/debris in a layer and consolidating of each layer by ramming, lead upto 50 m.
20 (4.80 X 1.30 X 0.45 = 56.16 m3) | 56.16 | m3 | 16,679.52 ₹19,681.83 | 26,002.08 ₹30,682.45 | 22,969.44 ₹27,103.94 |
| 1.06 | Loading of all kind of building materials in to tubs at incline/Pit mouth on surface with lead of 50m.
CEMENT | 192 | bag | 1,152 ₹1,359.36 | 1,536 ₹1,812.48 | 1,344 ₹1,585.92 |
| 1.07 | SAND | 13.4 | m3 | 2,519.2 ₹2,972.66 | 3,309.8 ₹3,905.56 | 2,921.2 ₹3,447.02 |
| 1.08 | STONE CHIPS | 26.81 | m3 | 5,040.28 ₹5,947.53 | 6,622.07 ₹7,814.04 | 5,844.58 ₹6,896.60 |
| 1.09 | Transportation of all kind of building material from surface to u/g through haulages with tramming and pushing, coupling /uncoupling etc for a distance every 1.0 Km or part there of and bringing the empty tubs to surface.
CEMENT | 192 | bag | 921.6 ₹1,087.49 | 1,152 ₹1,359.36 | 960 ₹1,132.80 |
Updated dates
Tender Value
₹5.7 L
EMD Value
₹7,100
Closing Date
11 Nov 2025, 5:00 pmClosed
STAFF OFFICER MINING SECL SOHAGPUR
OFFICE OF THE STAFF OFFICER MINING SECL SOHAGPUR
Making of platform for installation of electrical switches and Pumps in working Panels Sections at Damni UG mine of Sohagpur Area Period 365 Days
2025_SECL_346235_1
SECL/SGP/SO(M)/25-26/NIT-714 dt 25.10.2025
Open Tender
Civil Works - Others
365 days
DAMINI UG MINE
AS PER NIT
7 documents required · 7 mandatory
₹7,100
24 Feb 2026
25 Oct 2025
12 Nov 2025
25 Oct 2025
11 Nov 2025
28 Oct 2025
25 Oct 2025 - 2 Nov 2025
work description
Cleaning/Removal of debris/stone from galleries and stacking within 50 m distance 20 X 6.00m. X 2.50m. X 0.20m. = 108 m3
Groove cutting in stone for foundation, manhole/duggi hole/pits and excavated material to be removed and stacked separately within 50m.distance. Length – 20X2X(5.00m.x0.10m.X0.15 m.) = 3.00 m3 Width – 20X2X(1.30m.x0.10m.X0.15 m.) = 0.78 m3 Total - 3.78 m3
Cement concrete/ PCC (1:2:4) in foundation/plinth/flooring/wall (any thickness) in u/g (Excluding centring, shuttering and cost of CC materials). Length– 20X2X(5.00m.x0.10m.X0.60 m.) = 12.00 m3 Width – 20X2X(1.30m.x0.10m.X0.60 m.) = 3.12 m3 Top - 20X(5.00m.x 1.5m.X0.10 m.) = 15.00 m3 Total - 30.12 m3
Centring, shuttering, finishing and reinforcement including cutting, bending, placing in position and binding and strutting, propping etc complete. Length– 20X2X(5.00m.x0.45 m.) = 90.00 m2, Width – 20X2X(1.30m.x0.45m.) = 23.40 m2
Filling/packing of haulage track line with unserviceable materials/debris in a layer and consolidating of each layer by ramming, lead upto 50 m. 20 (4.80 X 1.30 X 0.45 = 56.16 m3)
Loading of all kind of building materials in to tubs at incline/Pit mouth on surface with lead of 50m. CEMENT
STONE CHIPS
Transportation of all kind of building material from surface to u/g through haulages with tramming and pushing, coupling /uncoupling etc for a distance every 1.0 Km or part there of and bringing the empty tubs to surface. CEMENT
STONE CHIPS
Unloading of all kind of building materials from tubs at destination in u/g and stacking the same. CEMENT
STONE CHIPS
Lead for transportation/carriage of all kinds building materials by manually in u/g. Upto 75.00 m . Sand - 13.40 m3, Cement - 6.70 m3, stone chips- 26.81 m3 = 46.91 m3
Pushing of tub for every 30m after free pushing of first 30.00m Upto 810 m. ( 26*6.02= 156.52) Sand - 13.40 m3, Cement - 6.70 m3, stone chips- 26.81 m3 = 46.91 m3
Material cost (supply and stacking of material including cost of material,Transportation,Royaity etc.complete) CEMENT
STONE METAL (20MM)
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