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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.1 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹12.9 L+₹1.8 L (16.4%)Rejected-AOC 12 ATRAULI KHERA PATAN SARAI DHODA ALIGARH | ALIGARH | ALIGARH | UTTAR PRADESH | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | BHUPENDRA KUMAR L2 | M/s BABU PRASAD TIWARI L1 |
|---|---|---|---|---|---|
| 1.00Laying and Jointing PVC Pipe. Heading | |||||
| 1.01 | Earth work in MKR and kankar mixed soil in filling including lead upto 3.00 km. and lift 1.50 m ,dressing making profile, manual compaction all cost of labour T&P,etc. complete as directed by engineer-in-charge. | 119.3 | Cum | 245.5 ₹29,288.15 | 125 ₹14,912.5 Lowest |
| 1.02 | Supplying and laying stone ballast (45-90 mm) size including all cost of labour ,T&P ,etc complete in all respect. as per direction of Engineer -in- Charge | 198.83 | Cum | 1,298 ₹2,58,081.34 Lowest | 1,344 ₹2,67,227.52 |
| 1.03 | Supplying and laying stone boulder (40-60 kg) size including all cost of labour ,T&P ,etc complete in all respect. as per direction of Engineer -in- Charge | 198.83 | Cum | 1,099 ₹2,18,514.17 Lowest | 1,767 ₹3,51,332.61 |
| 1.04 | Dismantling and relaying stone boulder pitching including all cost of labour ,T&P ,etc complete in all respect. as per direction of Engineer -in- Charge | 3,578.9 | Cum | 219.5 ₹7,85,568.55 | 133 ₹4,75,993.7 Lowest |
Tender Value
₹17.8 L
EMD Value
₹1.8 L
Closing Date
4 May 2026, 10:00 amClosed
Executive Engineer, Matatila Dam Division,Jhansi
Executive Engineer, Matatila Dam Division,Jhansi
Repairing of U/S pitching From 989.00 to 1012.00 feet level between Ch. 500.00 m to 900.00 m,1200 to 1500.00 m and 1800.00 m to 2100.00 m at left A/B of Matatila Dam for the year 2026-27
2026_UPIDC_1141805_1
01/EE/MDD/2026-27
Open Tender
Civil Works
Item Rate
30 days
Matatila Talbehat
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,295
₹1.8 L
11 May 2026
27 Apr 2026
4 May 2026
27 Apr 2026
4 May 2026
27 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Laying and Jointing PVC Pipe. Heading | |||||
| 1.01 | Earth work in MKR and kankar mixed soil in filling including lead upto 3.00 km. and lift 1.50 m ,dressing making profile, manual compaction all cost of labour T&P,etc. complete as directed by engineer-in-charge. | 1 | Cum | - | - |
| 1.02 | Supplying and laying stone ballast (45-90 mm) size including all cost of labour ,T&P ,etc complete in all respect. as per direction of Engineer -in- Charge | - | Cum | - | - |
| 1.03 | Supplying and laying stone boulder (40-60 kg) size including all cost of labour ,T&P ,etc complete in all respect. as per direction of Engineer -in- Charge | - | Cum | - | - |
| 1.04 | Dismantling and relaying stone boulder pitching including all cost of labour ,T&P ,etc complete in all respect. as per direction of Engineer -in- Charge | - | Cum | - | - |
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