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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.9 LAccepted-Finance A 51 SHALIMAR GARDEN EX 2 SAHIBABAD DISTRICT GHAZIABAD UTTAR PRADESH | SAHIBABAD | GHAZIABAD | UTTAR PRADESH | ₹4.9 L | L1 | Accepted-Finance L1 |
| 2 | L2₹5.2 LAccepted-Finance | ₹5.2 L | L2 | Accepted-Finance L2 |
| 3 | L3₹5.5 LAccepted-Finance | ₹5.5 L | L3 | Accepted-Finance L3 |
| 4 | L4₹5.9 LAccepted-Finance | ₹5.9 L | L4 | Accepted-Finance L4 |
| 5 | L5₹6.7 LAccepted-Finance 255T SMARAT ASHOK NAGAR BAREILLY | BAREILLY | BAREILLY | UTTAR PRADESH | ₹6.7 L | L5 | Accepted-Finance L5 |
| Sl No | Description | Qty | Unit | ARTIST BRO L1 | SHREE RAMESHWAR SINGH L3 | LEKHRAJ L2 | M/S CHANDRAPAL SINGH L5 | SHIVAY CONTRACTOR L4 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Uprooting Jhunds and Moonj With Disposal away From Site | 3,600 | sqm | 8 ₹28,800 | 12.5 ₹45,000 | 23 ₹82,800 | 29.05 ₹1.0 L | 25.55 ₹91,980 |
| 2.00 | Silt Clearance/trench Digging including Lift Upto 1.5m and lead upto 6m, including cost of Driver/Assistant driver, POL, Maintenance of machine, contractor profit, taxes atc but excluding leveling, dressing & compaction. By Pocklin/equivalent capacity 60 cum/hour | 11,512.2 | cum | 40 ₹4.6 L | 44 ₹5.1 L | 38 ₹4.4 L | 49.38 ₹5.7 L | 43.44 ₹5.0 L |
Tender Value
Refer Docs
EMD Value
₹17,000
Closing Date
11 May 2026, 5:00 pmClosed
EE UDAC Mathura
EE UDAC Mathura
LOT13
2026_UPIDC_1145472_13
01/EE/2026-27
Open Tender
Civil Works
25 days
EE UDAC Mathura
Please refer Tender documents.
2 documents required · 2 mandatory
₹266
₹17,000
Yes
8 Jun 2026
6 May 2026
12 May 2026
6 May 2026
11 May 2026
6 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Uprooting Jhunds and Moonj With Disposal away From Site | 3,600 | sqm | - | - |
| 2 | Silt Clearance/trench Digging including Lift Upto 1.5m and lead upto 6m, including cost of Driver/Assistant driver, POL, Maintenance of machine, contractor profit, taxes atc but excluding leveling, dressing & compaction. By Pocklin/equivalent capacity 60 cum/hour | 11,512.2 | cum | - | - |
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