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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.2 LAccepted-AOC VILL VAMHORA HIMAYUPUR MAHEVA DISTRICT ETAWAH | 1 | Accepted-AOC L-1 | |
| 2 | 2₹1.5 L+₹27,496.20 (23.1%)Rejected-Finance | 2 | Rejected-Finance L-2 | |
| 3 | 3₹1.5 L+₹31,481.20 (26.4%)Rejected-Finance | 3 | Rejected-Finance L-3 |
| Sl No | Description | Qty | Unit | M.K. ENTERPRISES L1 | HANIKA ENTERPRISES L3 | M/S DINESH CHANDRA TOMAR THEKEDAR L2 |
|---|---|---|---|---|---|---|
| 1.00 | E/W in Silt Clearance i/c lift upto 1.5m & lead upto 30m by manual labour. The Earth from clearance to be used in side embankment or to be disposal of spoil banks or as directed by Engineer in Charge | 1,640 | cum | 52.69 ₹86,411.6 Lowest | 63 ₹1,03,320 | 60 ₹98,400 |
| 2.00 | Scrapping internal section of existing channel including bed & slope with silt upto 5cm | 9,350 | sqm | 2.76 ₹25,806 Lowest | 4.2 ₹39,270 | 4.3 ₹40,205 |
| 3.00 | Ordinary Jungle Clearance without uprooting with disposal | 2,520 | sqm | 2.76 ₹6,955.2 Lowest | 3.2 ₹8,064 | 3.2 ₹8,064 |
Tender Value
₹1.5 L
EMD Value
₹4,000
Closing Date
13 May 2026, 5:00 pmClosed
EXECUTIVE ENGINEER MGCCD 12 ALIGARH
DODHPUR CIVIL LINES ALIGARH
Earthwork in silt clearance in internal section of Boolapur Minor from km 0.000 to km 5.600 in District Aligarh during year 2026-27
2026_UPIDC_1139705_56
01/EE/2026-27
Open Tender
Civil Works - Others
Item Rate
20 days
Aligarh
Please refer Tender documents.
2 documents required · 2 mandatory
₹339
₹4,000
27 May 2026
8 May 2026
14 May 2026
8 May 2026
13 May 2026
8 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | E/W in Silt Clearance i/c lift upto 1.5m & lead upto 30m by manual labour. The Earth from clearance to be used in side embankment or to be disposal of spoil banks or as directed by Engineer in Charge | - | cum | - | - |
| 2 | Scrapping internal section of existing channel including bed & slope with silt upto 5cm | - | sqm | - | - |
| 3 | Ordinary Jungle Clearance without uprooting with disposal | - | sqm | - | - |
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