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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹14.8 LAccepted-AOC WARD NO 06 RANJCET DAFAI AMLAI COLLIERY DISTT ANUPPUR M P | ANUPPUR | ANUPPUR | MADHYA PRADESH | L-1 | Accepted-AOC Accepted as L-1 | |
| 2 | L-2₹21.3 L+₹6.6 L (44.4%)Rejected-Finance CAMP VILLAGE DEVGAI POST KUDRI SHADOL MP PIN 484110 | SHAHDOL | MADHYA PRADESH | 484110 | L-2 | Rejected-Finance Rejected as L-2 | |
| 3 | L-3₹21.4 L+₹6.6 L (44.9%)Rejected-Finance | L-3 | Rejected-Finance Rejected as L-3 | |
| 4 | L-4₹21.8 L+₹7.0 L (47.5%)Rejected-Finance | L-4 | Rejected-Finance Rejected as L-4 | |
| 5 | Rejected-Technical HALDIBADI MAIN ROAD CHIRIMIRI DISTT MCB C G PIN 497451 | KOREA | CHHATTISGARH | 497451 | - | Rejected-Technical Technically Rejected |
| Sl No | Description | Qty | Unit | VIKASH KUMAR VISHWAKARMA | UDAY RAJ SINGH | MAHENDRA SINGH | RAVI KUMAR JAISWAL |
|---|---|---|---|---|---|---|---|
| 1.00Item Description/ Heading Part (A) labour Cost | |||||||
| 1.01 | General cleaning /housekeeping not exceeding 5cm in depth including disposal of cleaned muck/debris to be stacked up to 50m or to be levled and neatly dressed
20Nos X(6.00mX2.30m)=276.00m3 | 276 | m2 | 3,864 ₹4,559.52 | 3,588 ₹4,233.84 | 4,140 ₹4,885.2 | 2,760 ₹3,256.8 Lowest |
| 1.02 | Groove cutting in Coal (in sides)
20nos x (2 X(1.50m X 0.30 X 0.50m) =9.00 m3 | 9 | m3 | 14,472 ₹17,076.96 | 12,600 ₹14,868 Lowest | 14,715 ₹17,363.7 | 15,300 ₹18,054 |
| 1.03 | Groove cutting in soft Stone (floor)
20nos x (7.00m X 0.30 X 0.30m) =12.60 m3
20nos x (1.00m X 0.30 X 0.30m) =01.80 m3
Total =14.40m3 | 14.4 | m3 | 84,326.4 ₹99,505.15 | 72,000 ₹84,960 Lowest | 85,881.6 ₹1,01,340.29 | 83,520 ₹98,553.6 |
| 1.04 | Reinforced cement concrete (RCC) 1:2:4 om wall/roof ceiling of air crossing/stopping (any thickness) in UG (Excluding, centering, Shuttering, reinforcement, cutting, bending, placing in position and binding etc all complete as well as cost of RCC material)
20nos x (7.00m X 1.80 X 0.30m) =75.60 m3
20nos x (1.00m X 0.30 X 0.80m) +20nos x (1.00m X 0.30 X 1.000m)/2= 07.80 m3
Total =83.40m3 | 83.4 | m3 | 4,36,515.6 ₹5,15,088.41 | 3,33,600 ₹3,93,648 Lowest | 4,44,522 ₹5,24,535.96 | 4,42,020 ₹5,21,583.6 |
| 1.05 | Centering, shuttering, finishing , and reinforcement including cutting, bending, placing, in position and binding and strutting , propping etc complete.
20nos {{2X(6.00m X 1.50 )+2X(1.00 X 1.50) + (0.30 X 0.80)}}=424.80m2 | 424.8 | m2 | 4,26,499.2 ₹5,03,269.06 | 1,69,920 ₹2,00,505.6 Lowest | 4,34,570.4 ₹5,12,793.07 | 5,09,760 ₹6,01,516.8 |
| 1.06 | 12 mm thick cement plaster along with locking in sides in ration (1:4)
20nos{(5.70 X 1.50 )+(6.00 X 0.30) +2X (1.00 X 0.50)+(0.30+1.50)=236.00m2
20nos{2 X(2.00 X 1.00 )+(6.00 X 1.00) =200.00m2
Total= 436.00m2 | 436 | m2 | 1,71,348 ₹2,02,190.64 | 1,30,800 ₹1,54,344 Lowest | 1,74,400 ₹2,05,792 | 1,74,400 ₹2,05,792 |
| 1.07 | Loading of all kind building materials in to tub at incline mouth
Stone chips | 74.23 | m3 | 22,862.84 ₹26,978.15 | 20,784.4 ₹24,525.59 Lowest | 23,308.22 ₹27,503.7 | 24,495.9 ₹28,905.16 |
| 1.08 | Sand | 40.6 | m3 | 12,504.8 ₹14,755.66 | 11,368 ₹13,414.24 Lowest | 12,748.4 ₹15,043.11 | 13,398 ₹15,809.64 |
| 1.09 | Cement | 558 | bags | 5,580 ₹6,584.4 | 5,022 ₹5,925.96 Lowest | 5,580 ₹6,584.4 | 6,696 ₹7,901.28 |
Tender Value
₹19.6 L
EMD Value
₹24,600
Closing Date
3 Jul 2025, 5:00 pmClosed
STAFF OFFICER (MINING), SOHAGPUR AREA, SECL
Office of the Staff Officer Mining , SECL Sohagpur Area Dhanpuri Distt Shahdol MP
Construction of 20 Nos. of Retaining wall in UG at Khairaha UG Mine of Sohagpur Area
2025_SECL_338197_1
SECL/SGP/SO(M)/eTender700/ 35/25-26/DATED 22.06.2025
Open Tender
Civil Works - Others
Item Rate
180 days
Khairaha U.G. Mine
As Per NIT
8 documents required · 8 mandatory
₹24,600
16 Sept 2025
23 Jun 2025
5 Jul 2025
23 Jun 2025
3 Jul 2025
24 Jun 2025
23 Jun 2025 - 26 Jun 2025
Item Description/ Heading Part (A) labour Cost
General cleaning /housekeeping not exceeding 5cm in depth including disposal of cleaned muck/debris to be stacked up to 50m or to be levled and neatly dressed 20Nos X(6.00mX2.30m)=276.00m3
Groove cutting in Coal (in sides) 20nos x (2 X(1.50m X 0.30 X 0.50m) =9.00 m3
Groove cutting in soft Stone (floor) 20nos x (7.00m X 0.30 X 0.30m) =12.60 m3 20nos x (1.00m X 0.30 X 0.30m) =01.80 m3 Total =14.40m3
Reinforced cement concrete (RCC) 1:2:4 om wall/roof ceiling of air crossing/stopping (any thickness) in UG (Excluding, centering, Shuttering, reinforcement, cutting, bending, placing in position and binding etc all complete as well as cost of RCC material) 20nos x (7.00m X 1.80 X 0.30m) =75.60 m3 20nos x (1.00m X 0.30 X 0.80m) +20nos x (1.00m X 0.30 X 1.000m)/2= 07.80 m3 Total =83.40m3
Centering, shuttering, finishing , and reinforcement including cutting, bending, placing, in position and binding and strutting , propping etc complete. 20nos {{2X(6.00m X 1.50 )+2X(1.00 X 1.50) + (0.30 X 0.80)}}=424.80m2
12 mm thick cement plaster along with locking in sides in ration (1:4) 20nos{(5.70 X 1.50 )+(6.00 X 0.30) +2X (1.00 X 0.50)+(0.30+1.50)=236.00m2 20nos{2 X(2.00 X 1.00 )+(6.00 X 1.00) =200.00m2 Total= 436.00m2
Loading of all kind building materials in to tub at incline mouth Stone chips
Cement
MS Rod(12mm)
Unloading of all kind building materials in to tub at destination in UG Stone chips
Cement
MS Rod(12mm)
Lead for transportation of materials y mannual labour (lead up to 16 to 30 km) (a) Stone chips =74.34 m3 (b) Sand = 40.60 m3 (c) Cement = 19.53 m3 (d) MSrod(12mm)=00.34 m3 Total- 134.70m3
Transportation of materials with trammin & Pushing coupling & un coupling with haulages for a distance every 1.00 KM or part thereof and bringing the empty tubs to surface . ( total lead is 2.00 km (i.e. 02 nos additional except first 1.00km) Stone chips
Cement
MS Rod(12mm)
Part B) Material cost Stone chips
Cement
MS Rod(12mm)
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