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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹643.60Admitted-Finance | ₹643.60 | L1 | Admitted-Finance |
| 2 | L2₹664+₹20.40 (3.17%)Admitted-Finance | ₹664+₹20.40 (3.17%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | Rejected-Technical NON RESPONSIVE |
| 4 | Rejected-Technical | - | - | Rejected-Technical NON RESPONSIVE |
| Sl No | Description | Qty | Unit | M/s RAVINDRA SINGH JADOUN L1 | BETESH TRADERS L2 |
|---|---|---|---|---|---|
| 1.00Digging of ditch/trench by mechanical means of desired shape & size including dressing and laying of excavated soil in continuous mound and dressing of mound. | |||||
| 1.01 | Hard soil between 10 to 30% boulders 1360 rmt contour trenches (0.45*0.45/2*0.45=0.2025cum) | 1 | P.Cum | 71 ₹71 Lowest | 82.62 ₹82.62 |
| 1.02 | Hard soil between 30 to 50% 3470 rmt contour trenches (0.45*0.45/2*0.45=0.2025cum) | 1 | P.Cum | 95 ₹95 Lowest | 95.76 ₹95.76 |
| 1.03 | Hard Soil with above 50 % boulders | 1 | P.Cum | 121 ₹121 Lowest | 129.29 ₹129.29 |
| 1.04 | In hard muram/ canker/ compact clayey soil | 1 | P.Cum | 101 ₹101 Lowest | 105.33 ₹105.33 |
| 2.00Digging of Pits [Size 0.45 x 0.45 x 0.45 cubic meter | |||||
| 2.01 | Digging of pits size 0.45*0.45*0.45 cm Clay loam soil | 1 | P.Pit | 11.5 ₹11.5 Lowest | 16 ₹16 |
| 2.02 | Digging of pits size 0.45*0.45*0.45 cm Hard soil between 30 to 50% | 1 | P.Pit | 12.5 ₹12.5 Lowest | 20 ₹20 |
| 2.03 | Digging of pits size 0.45*0.45*0.45 cm In hard kanker/murrum/compact clay soil | 1 | P.Pit | 21.1 ₹21.1 | 21 ₹21 Lowest |
| 2.04 | Digging of pits size 0.45x0.45x0.45 cm
Hard soil between 50% above | 1 | P.Pit | 19.5 ₹19.5 Lowest | 24 ₹24 |
Tender Value
₹24 L
EMD Value
₹48,000
Closing Date
7 Aug 2026, 4:00 pmClosed
DCF
OFFICE OF DCF KARAULI
Advance Soil Work With Machinery in Mandrayal Range Under this Office
2026_FORES_579117_1
05/2026-27/7923
Open Tender
Civil Works
Item Rate
KARAULI
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
AS PER TD
₹48,000
Yes
17 Aug 2026
29 Jul 2026
7 Aug 2026
29 Jul 2026
7 Aug 2026
29 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Digging of ditch/trench by mechanical means of desired shape & size including dressing and laying of excavated soil in continuous mound and dressing of mound. | |||||
| 1.01 | Hard soil between 10 to 30% boulders 1360 rmt contour trenches (0.45*0.45/2*0.45=0.2025cum) | - | P.Cum | 90.78 | - |
| 1.02 | Hard soil between 30 to 50% 3470 rmt contour trenches (0.45*0.45/2*0.45=0.2025cum) | - | P.Cum | 115.76 | - |
| 1.03 | Hard Soil with above 50 % boulders | - | P.Cum | 155.37 | - |
| 1.04 | In hard muram/ canker/ compact clayey soil | - | P.Cum | 125.44 | - |
| 2Digging of Pits [Size 0.45 x 0.45 x 0.45 cubic meter | |||||
| 2.01 | Digging of pits size 0.45*0.45*0.45 cm Clay loam soil | - | P.Pit | 17.28 | - |
| 2.02 | Digging of pits size 0.45*0.45*0.45 cm Hard soil between 30 to 50% | - | P.Pit | 23 | - |
| 2.03 | Digging of pits size 0.45*0.45*0.45 cm In hard kanker/murrum/compact clay soil | - | P.Pit | 25.75 | - |
| 2.04 | Digging of pits size 0.45x0.45x0.45 cm
Hard soil between 50% above | - | P.Pit | 29.38 | - |
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