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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.5 CrAccepted-AOC | ₹1.5 Cr | L1 | Accepted-AOC l1 |
| 2 | L2₹1.5 CrRejected-Finance CHANDAULI | UTTAR PRADESH | 221009 | ₹1.5 Cr | L2 | Rejected-Finance L2 |
| 3 | Not Admitted-Fee/PreQual/Technical NEWADA PATHARA PRAYAGRAJ | PRAYAGRAJ | PRAYAGRAJ | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | Ms Ram Nath Shukla Contractor L1 | ARVIND KUMAR SINGH L2 |
|---|---|---|---|---|---|
| 1.00E/w in correcting internal section for restoration by cutting berms' thakes etc of Ch.Ch. Singh Tanda Pump Canal including all lead and lift with proper disposal. | |||||
| 1.01 | E/w for restoring internal section from Km. 0.000 to km. 15.200 of Ch.Ch. Singh Tanda Pump Canal | 1,48,788 | M³ | 62.6 ₹93.1 L | 63 ₹93.7 L |
| 2.00E/w in silt clerance of delovery tank of Ch. Ch. Singh Tanda Pump Canal i/c all lead & lift and proper disposal of silt. | |||||
| 2.01 | E/w in silt clerance of delovery tank of Ch. Ch. Singh Tanda Pump Canal | 5,105.73 | M³ | 100 ₹5.1 L | 100 ₹5.1 L |
| 3.00E/w in excavation of silt deposited in front of Intake at Ch.Ch. Singh Tanda Pump House by Hydraulic Excavator from Saryu River above LWL i/c all lead and lift all labour T&P etc. with its Proper disposal. | |||||
| 3.01 | (E/w in excavation of silt deposited in front of Intake at Ch.Ch. Singh Tanda Pump House | 10,191.8 | M³ | 159.5 ₹16.3 L | 160 ₹16.3 L |
| 4.00Repairing of damaged lining between Km. 0.000 to 15.200 of Pump Canal. | |||||
| 4.01 | 1st class brick work in 1:4 with cement, coarse sand including cost of all material labour and T & P etc. required for completion of work. | 24.03 | M³ | 7,500 ₹1.8 L | 7,500 ₹1.8 L |
| 4.02 | Making sub grade for lining work including watering and compaction for perparation of sub grade. | 2,065.1 | M² | 15 ₹30,976.50 | 15 ₹30,976.50 |
| 4.03 | Laying 75 mm thick fiber reinforced cement concrete of mix M-20 with 4.75mm- 20mm size well grade crusher broken stone aggregate for repairing of C.C. Lining after silt clearence of canal including curring etc in bed/side slopes . | 2,065.1 | M² | 900 ₹18.6 L | 900 ₹18.6 L |
Tender Value
Refer Docs
EMD Value
₹3.1 L
Closing Date
19 May 2026, 11:00 amClosed
SUPERINTENDING ENGINEER
O/O SE XITH CIRCLE IW AYODHYA
AS PER NIT01 LOT08
2026_UPIDC_1147738_8
01/SE-XI/2026-27
Open Tender
Civil Works
270 days
TANDA AMBEDKAR NAGAR
Please refer Tender documents.
2 documents required · 2 mandatory
₹4,802
₹3.1 L
O/O SE XITH CIRCLE IW AYODHYA
2 Jun 2026
13 May 2026
19 May 2026
13 May 2026
19 May 2026
13 May 2026
13 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1E/w in correcting internal section for restoration by cutting berms' thakes etc of Ch.Ch. Singh Tanda Pump Canal including all lead and lift with proper disposal. | ||||||
| 1.01 | E/w for restoring internal section from Km. 0.000 to km. 15.200 of Ch.Ch. Singh Tanda Pump Canal | 1,48,788 | M³ | - | - | itemH1Code1 |
| 2E/w in silt clerance of delovery tank of Ch. Ch. Singh Tanda Pump Canal i/c all lead & lift and proper disposal of silt. | ||||||
| 2.01 | E/w in silt clerance of delovery tank of Ch. Ch. Singh Tanda Pump Canal | 5,105.73 | M³ | - | - | - |
| 3E/w in excavation of silt deposited in front of Intake at Ch.Ch. Singh Tanda Pump House by Hydraulic Excavator from Saryu River above LWL i/c all lead and lift all labour T&P etc. with its Proper disposal. | ||||||
| 3.01 | (E/w in excavation of silt deposited in front of Intake at Ch.Ch. Singh Tanda Pump House | 10,191.8 | M³ | - | - | - |
| 4Repairing of damaged lining between Km. 0.000 to 15.200 of Pump Canal. | ||||||
| 4.01 | 1st class brick work in 1:4 with cement, coarse sand including cost of all material labour and T & P etc. required for completion of work. | 24.03 | M³ | - | - | - |
| 4.02 | Making sub grade for lining work including watering and compaction for perparation of sub grade. | 2,065.1 | M² | - | - | - |
| 4.03 | Laying 75 mm thick fiber reinforced cement concrete of mix M-20 with 4.75mm- 20mm size well grade crusher broken stone aggregate for repairing of C.C. Lining after silt clearence of canal including curring etc in bed/side slopes . | 2,065.1 | M² | - | - | - |
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