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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.5 LAccepted-Finance VILL 81 LAJPAT NAGAR DIST MATHURA | MATHURA | UTTAR PRADESH | 209402 | L1 | Accepted-Finance L1 | |
| 2 | L2₹5.9 L+₹46,835.30 (8.55%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | L3₹6.0 L+₹50,390.10 (9.20%)Rejected-Finance | L3 | Rejected-Finance L3 | |
| 4 | L4₹6.1 L+₹63,932.75 (11.7%)Rejected-Finance | L4 | Rejected-Finance L4 |
| Sl No | Description | Qty | Unit | m/s rakesh kumar L4 | M/S TANVI CONSTRUCTION L1 | M/S YAMUNA EARTH MOVERS L2 | UDAY RAM L3 |
|---|---|---|---|---|---|---|---|
| 1.00 | Uprooting jhunds and moonj with disposal away from site.per Sqm. | 1,860 | M2 | 28.17 ₹52,396.2 | 25.72 ₹47,839.2 Lowest | 30 ₹55,800 | 28.28 ₹52,600.8 |
| 2.00 | Earth work in silt clearance including lift upto 1.50 m and lead upto 6.0 m with rough/partial dressing. The earth from clearance to be used in side embankment or to be disposed off on spoil bank or as directed by engineer-in-charge. (By Mechanical Means-Poklin) | 12,425 | M3 | 33.65 ₹4,18,101.25 | 30.86 ₹3,83,435.5 Lowest | 32 ₹3,97,600 | 33.68 ₹4,18,474 |
| 3.00 | Scrapping internal section of existing channel i.e. Bed & Slope with silt up to 5 cm per Sqm. | 35,300 | M2 | 4 ₹1,41,200 | 3.3 ₹1,16,490 Lowest | 4 ₹1,41,200 | 3.6 ₹1,27,080 |
Tender Value
₹7.5 L
EMD Value
₹15,000
Closing Date
19 Sept 2026, 11:00 amClosed
Executive Engineer
L.M.B.D.G.C., Mathura
Internal Clearance of Mahawan Dy. From Km 0.000 to Km. 16.400 For Rabi 1434 Year 2026-27
2026_UPIDC_1182854_34
04 EE Lower Mat 2026-27
Open Tender
Civil Works - Canal
Item Rate
20 days
L.M.B.D.G.C.
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,106
₹15,000
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 jhunds and moonj with disposal away from site.per Sqm. | 1,860 | M2 | - | - |
| 2 | Earth work in silt clearance including lift upto 1.50 m and lead upto 6.0 m with rough/partial dressing. The earth from clearance to be used in side embankment or to be disposed off on spoil bank or as directed by engineer-in-charge. (By Mechanical Means-Poklin) | 12,425 | M3 | - | - |
| 3 | Scrapping internal section of existing channel i.e. Bed & Slope with silt up to 5 cm per Sqm. | 35,300 | M2 | - | - |
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