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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.5 LAccepted-Finance VILL 81 LAJPAT NAGAR DIST MATHURA | MATHURA | UTTAR PRADESH | 209402 | L1 | Accepted-Finance L1 | |
| 2 | L2₹1.6 L+₹10,293 (6.88%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | L3₹1.6 L+₹11,743 (7.85%)Rejected-Finance | L3 | Rejected-Finance L3 | |
| 4 | Rejected-Technical | - | Rejected-Technical As par Report | |
| 5 | Rejected-Technical | - | Rejected-Technical As par Report |
| Sl No | Description | Qty | Unit | M/S TANVI CONSTRUCTION L1 | PARAMPITA TRADERS L2 | M/S YAMUNA EARTH MOVERS L3 |
|---|---|---|---|---|---|---|
| 1.00 | Uprooting Junds And Moonj with Disposal away from site | 200 | M2 | 30.86 ₹6,172 | 28 ₹5,600 Lowest | 35 ₹7,000 |
| 2.00 | Earth work in silt clearance including lift upto 1.50 m and lead upto 30 m by manual labour or machines. The earth from clearance to be used in side embankment or to be disposed off on spoil bak or as directed by Engineer-in-Charge | 1,700 | M3 | 53.85 ₹91,545 Lowest | 55 ₹93,500 | 59 ₹1,00,300 |
| 3.00 | Scrapping internal section of existing channel i.e. Bed & Slope with silt up to 5 cm.per sqm | 13,500 | M2 | 3.84 ₹51,840 Lowest | 4.5 ₹60,750 | 4 ₹54,000 |
Tender Value
₹1.8 L
EMD Value
₹4,000
Closing Date
19 Sept 2026, 11:00 amClosed
Executive Engineer
L.M.B.D.G.C., Mathura
Internal Clearance of Gaju Minor From Km 0.000 to 3.400 and Chotua Minor from km 0.000 to km 3.600 For the Year 2026-27
2026_UPIDC_1182854_23
04 EE Lower Mat 2026-27
Open Tender
Civil Works - Canal
Item Rate
15 days
L.M.B.D.G.C.
Please refer Tender documents.
2 documents required · 2 mandatory
₹929
₹4,000
29 Sept 2026
14 Sept 2026
19 Sept 2026
14 Sept 2026
19 Sept 2026
14 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Uprooting Junds And Moonj with Disposal away from site | 200 | M2 | - | - |
| 2 | Earth work in silt clearance including lift upto 1.50 m and lead upto 30 m by manual labour or machines. The earth from clearance to be used in side embankment or to be disposed off on spoil bak or as directed by Engineer-in-Charge | 1,700 | M3 | - | - |
| 3 | Scrapping internal section of existing channel i.e. Bed & Slope with silt up to 5 cm.per sqm | 13,500 | M2 | - | - |
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