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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L 1₹25.8 LAccepted-AOC | L 1 | Accepted-AOC All Documents condition all FullField | |
| 2 | L 2₹25.8 L+₹3,059.05 (0.12%)Rejected-Finance | L 2 | Rejected-Finance L 2 |
| Sl No | Description | Qty | Unit | SUNSHINE ASSOCIATES L2 | NANDINI ENTERPRISES L1 |
|---|---|---|---|---|---|
| 1.00 | Earth work in Cutting in Ordinary soil i/c ramming dressing surface to required lead upto 30.00 Mtr. & lift upto 1.50 Mtr. & used for Cutting earth in embankment i/c all cost oflabour T&P etc. | 672.2 | M3 | 55 ₹36,971 | 53 ₹35,626.6 Lowest |
| 2.00 | Earth work in Filling Forembankment in all type of soil lead upto 600 Mtr. & lift upto 1.50 Mtr. Earthwork in embankment to be 20.00 cm layers i/c all cost of earth manual Compaction ramming dressing babour T&P etc. Complete.(As per direction by Engineer-in-charge) | 10,670.97 | M2 | 234 ₹24,97,006.98 Lowest | 234 ₹24,97,006.98 Lowest |
| 3.00 | Providing and Fixing Eucalptus khoonta 7.50 Cm. to 10.00 Cm. Dia for Minor alingment i/c all material Labour T&P etc Complere. | 497 | Each | 95.45 ₹47,438.65 | 92 ₹45,724 Lowest |
Tender Value
₹25.8 L
EMD Value
₹52,000
Closing Date
2 May 2026, 5:00 pmClosed
Executive Engineer
MGCQC DIV-02 Haridwar
Construction of Obari Minor km2.600 to km. 4.000 off Taking From Didauli Dy. At km. 9.800 ( L/B) of M.GC Stage-II.
2026_UPIDC_1136542_4
01/EE/2026-27
Open Tender
Civil Works - Canal
Item Wise
30 days
Chandausi
Please refer Tender documents.
2 documents required · 2 mandatory
₹854
₹52,000
16 Jul 2026
18 Apr 2026
4 May 2026
18 Apr 2026
2 May 2026
18 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in Cutting in Ordinary soil i/c ramming dressing surface to required lead upto 30.00 Mtr. & lift upto 1.50 Mtr. & used for Cutting earth in embankment i/c all cost oflabour T&P etc. | - | M3 | - | - |
| 2 | Earth work in Filling Forembankment in all type of soil lead upto 600 Mtr. & lift upto 1.50 Mtr. Earthwork in embankment to be 20.00 cm layers i/c all cost of earth manual Compaction ramming dressing babour T&P etc. Complete.(As per direction by Engineer-in-charge) | - | M2 | - | - |
| 3 | Providing and Fixing Eucalptus khoonta 7.50 Cm. to 10.00 Cm. Dia for Minor alingment i/c all material Labour T&P etc Complere. | - | Each | - | - |
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