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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹2.9 LAccepted-AOC WARD NO 06 RANJCET DAFAI AMLAI COLLIERY DISTT ANUPPUR M P | ANUPPUR | ANUPPUR | MADHYA PRADESH | L-1 | Accepted-AOC AWARDED AS L-1 BIDDER | |
| 2 | L-2₹3.0 L+₹6,855.66 (2.34%)Rejected-Finance CAMP WARD NO 17 GHAROULA MOHALLA NEW BUS STAND SHAHDOL DIST SHAHDOL MP PIN 484001 | SHAHDOL | MADHYA PRADESH | 484001 | L-2 | Rejected-Finance REJECTED L-2 | |
| 3 | L-3₹3.2 L+₹31,322.96 (10.7%)Rejected-Finance CAMP VILLAGE DEVGAI POST KUDRI SHADOL MP PIN 484110 | SHAHDOL | MADHYA PRADESH | 484110 | L-3 | Rejected-Finance REJECTED L-3 |
| Sl No | Description | Qty | Unit | UDAY RAJ SINGH | M/S D K SINGH | RAVI KUMAR JAISWAL |
|---|---|---|---|---|---|---|
| 1.00Item Description/ Heading Part (A) labour Cost | ||||||
| 1.01 | Cleaning/removal of malma/muck from UG sump and stacking within 50m distance.
6 X 4.50m. X 5.00m. X 0.30m. = 40.50 m3 | 40.5 | m3 | 11,137.5 ₹13,142.25 Lowest | 11,137.5 ₹13,142.25 Lowest | 12,150 ₹14,337 |
| 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-6X(5.5m.x0.30m.X0.30 m.) = 2.97 m²
In side-6X2(1.50m X 0.30m X 0.50m) 2.70 m3
Total-5.67 m3 | 5.67 | m3 | 22,680 ₹26,762.4 | 22,680 ₹26,762.4 | 22,492.89 ₹26,541.61 Lowest |
| 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-6X(5.50 m.x1.80m.X0.30 m.) = 17.82m² | 17.82 | m3 | 64,152 ₹75,699.36 | 64,152 ₹75,699.36 | 62,370 ₹73,596.6 Lowest |
| 1.04 | Centring, shuttering, finishing and reinforcement including cutting, bending, placing in position and binding and strutting, propping ete complete.
Wall -6 X 2 X 4.50X1.50-81.00 m2 | 81 | m2 | 32,400 ₹38,232 Lowest | 32,400 ₹38,232 Lowest | 55,080 ₹64,994.4 |
| 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 4.50X1.50-81.00 m2 | 81 | m2 | 18,225 ₹21,505.5 Lowest | 18,225 ₹21,505.5 Lowest | 20,007 ₹23,608.26 |
| 1.06 | Loading of all kind of building materials in to tubs at incline/Pit mouth on surface with lead of 50m.
Cement | 117 | bags | 1,053 ₹1,242.54 | 1,053 ₹1,242.54 | 819 ₹966.42 Lowest |
| 1.07 | Sand | 8.54 | m3 | 1,708 ₹2,015.44 Lowest | 1,708 ₹2,015.44 Lowest | 1,784.86 ₹2,106.13 |
| 1.08 | Stone Chips | 15.86 | m3 | 3,172 ₹3,742.96 Lowest | 3,172 ₹3,742.96 Lowest | 3,314.74 ₹3,911.39 |
| 1.09 | Steel Rod | 0.08 | Te. | 7.2 ₹8.5 | 7.2 ₹8.5 | 5.6 ₹6.61 Lowest |
Tender Value
₹4.5 L
EMD Value
₹5,700
Closing Date
30 Jul 2025, 11:00 amClosed
STAFF OFFICER (MINING), SOHAGPUR AREA, SECL
Office of the Saff Officer Mining Sohagpur Area
Construction of 06 Nos. Retaining wall to VIBW-13 Development section of Burhar VI Bottom seam at Damini UG Mine, for a period of 01 month
2025_SECL_339651_1
SECL/SGP/ SO(M)/ eTender-701/35/25-26 dated 15/07/2025
Open Tender
Civil Works - Others
Item Rate
30 days
Damini UG Mine
as per NIT
8 documents required · 8 mandatory
₹5,700
29 Nov 2025
15 Jul 2025
1 Aug 2025
15 Jul 2025
30 Jul 2025
16 Jul 2025
15 Jul 2025 - 18 Jul 2025
Item Description/ Heading Part (A) labour Cost
Cleaning/removal of malma/muck from UG sump and stacking within 50m distance. 6 X 4.50m. X 5.00m. X 0.30m. = 40.50 m3
Groove cutting in stone for foundation, manhole/duggi hole/pits and excavated material to be removed and stacked separately within 50m distance. In Floor-6X(5.5m.x0.30m.X0.30 m.) = 2.97 m² In side-6X2(1.50m X 0.30m X 0.50m) 2.70 m3 Total-5.67 m3
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-6X(5.50 m.x1.80m.X0.30 m.) = 17.82m²
Centring, shuttering, finishing and reinforcement including cutting, bending, placing in position and binding and strutting, propping ete complete. Wall -6 X 2 X 4.50X1.50-81.00 m2
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 4.50X1.50-81.00 m2
Loading of all kind of building materials in to tubs at incline/Pit mouth on surface with lead of 50m. Cement
Stone Chips
Steel Rod
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
Steel Rod
Unloading of all kind of building materials from tubs at destination in u/g and stacking the same. Cement
Stone chips
Steel Rod
Lead for transportation/carriage of all kinds building materials by manually in u/g. Upto 75.00 m. Sand -8.54 m3, Cement - 4.07 m3, stone chips- 15.86 m3, steel-0.08 m3 = 28.55 m3
Part B) Material cost Cement
Stone metal(20mm)
Steel(12mm)
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