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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.2 CrAccepted-AOC | ₹6.2 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹6.5 CrRejected-AOC 24 JEEVAN PLAZA VIRAM KHAND 5 GOMTI NAGAR LUCKNOW UTTAR PRADESH | LUCKNOW | LUCKNOW | UTTAR PRADESH | ₹6.5 Cr | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | SHIVANSH CONSTRCUTION L2 | SANGHARSH CONSTRUCTION L1 |
|---|---|---|---|---|---|
| 1.01 | Jungle clearance with cutting and removing of Sarpat etc. | 3,55,348 | Cum. | 4 ₹14,21,392 Lowest | 4 ₹14,21,392 Lowest |
| 1.02 | Earth work in correcting section of canal by Piclain/JCB machines including side slope cutting at requried slope with all lead & lifts in all type of soils with disposal on daula and top & outer slope of banks including spreading and partial dressing as per direction by Engineer in charge. | 2,65,990.91 | Cum. | 86 ₹2,28,75,218.26 | 79 ₹2,10,13,281.89 Lowest |
| 1.03 | Excavation of foundation in ordlanary soll/sandy loam, clay or sand including lift upto 1.5M and lead upto 30M and including filling, watering, ramming of excatated earth into the trenches or upto the space and sides of the foundation trenches or into the plinth and removal and disposal of surplus earth as per direction by Engineer in charge upto a distance of 30M from the foundation trenches. | 7,123.99 | Cum. | 120 ₹8,54,878.8 Lowest | 120 ₹8,54,878.8 Lowest |
| 1.04 | Cleaning of syphons including lead upto 30m and lift upto 1.5 m excluding dewatering if required. | 369.6 | Cum. | 233 ₹86,116.8 Lowest | 233 ₹86,116.8 Lowest |
| 1.05 | Laying of C.C in (1:3:6) with stone ballast (20mm to 40mm) size and coarse sand FM not less than 2 including all cost of materials labour and T&P complete.as per direction by Engineer in charge. | 850.05 | Cum. | 7,500 ₹63,75,375 Lowest | 7,500 ₹63,75,375 Lowest |
| 1.06 | M 150 class brick work in 1:3 CM with coarse sand FM not less than 2 including cost of all material, labour and T&P etc. Complete. as per direction by Engineer in charge. | 1,488.78 | Cum. | 7,900 ₹1,17,61,362 | 7,300 ₹1,08,68,094 Lowest |
| 1.07 | 12 mm thick cement plaster work with 1:4CM including all cost of material, labour and T&P etc. Complete.as per direction by Engineer in charge. | 4,347.07 | Sqm. | 279 ₹12,12,832.53 | 275 ₹11,95,444.25 Lowest |
| 1.08 | Cement pointing Deep struck 1:2 CM including cost of all material labour and T&P etc. Complete. as per direction by Engineer in charge. | 5,762.82 | Sqm. | 271 ₹15,61,724.22 | 250 ₹14,40,705 Lowest |
| 1.09 | Laying CC 1:2:4 for collar jointing and repairing of slab with Local sand including cost of material, labour and T&P etc for proper completion of work as directed by Engineer-in-Charge as per drawing and I.D.as per direction by Engineer in charge. | 443.09 | Cum. | 9,700 ₹42,97,973 | 9,500 ₹42,09,355 Lowest |
| 1.10 | Providing and laying R.C.C. NP2 Hume Pipe dia. 150 mm as per drawing in direction of engineer in charge | 3,210 | Rm | 550 ₹17,65,500 Lowest | 550 ₹17,65,500 Lowest |
Tender Value
₹7.0 Cr
EMD Value
₹13.9 L
Closing Date
19 May 2026, 11:00 amClosed
Superintending Engineer
Office Superintending Engineer 14th Circle Irrigation Work Azamgarh
Work of Internal Section Improvement
2026_UPIDC_1147663_3
02/S.E./2026-27
Open Tender
Civil Works
Item Rate
180 days
Jaunpur
Please refer Tender documents.
3 documents required · 3 mandatory
₹8,614
₹13.9 L
Yes
Azamgarh
10 Aug 2026
13 May 2026
19 May 2026
13 May 2026
19 May 2026
13 May 2026
14 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1.01 | Jungle clearance with cutting and removing of Sarpat etc. | 3,55,348 | Cum. | - | - |
| 1.02 | Earth work in correcting section of canal by Piclain/JCB machines including side slope cutting at requried slope with all lead & lifts in all type of soils with disposal on daula and top & outer slope of banks including spreading and partial dressing as per direction by Engineer in charge. | 2,65,990.91 | Cum. | - | - |
| 1.03 | Excavation of foundation in ordlanary soll/sandy loam, clay or sand including lift upto 1.5M and lead upto 30M and including filling, watering, ramming of excatated earth into the trenches or upto the space and sides of the foundation trenches or into the plinth and removal and disposal of surplus earth as per direction by Engineer in charge upto a distance of 30M from the foundation trenches. | 7,123.99 | Cum. | - | - |
| 1.04 | Cleaning of syphons including lead upto 30m and lift upto 1.5 m excluding dewatering if required. | 369.6 | Cum. | - | - |
| 1.05 | Laying of C.C in (1:3:6) with stone ballast (20mm to 40mm) size and coarse sand FM not less than 2 including all cost of materials labour and T&P complete.as per direction by Engineer in charge. | 850.05 | Cum. | - | - |
| 1.06 | M 150 class brick work in 1:3 CM with coarse sand FM not less than 2 including cost of all material, labour and T&P etc. Complete. as per direction by Engineer in charge. | 1,488.78 | Cum. | - | - |
| 1.07 | 12 mm thick cement plaster work with 1:4CM including all cost of material, labour and T&P etc. Complete.as per direction by Engineer in charge. | 4,347.07 | Sqm. | - | - |
| 1.08 | Cement pointing Deep struck 1:2 CM including cost of all material labour and T&P etc. Complete. as per direction by Engineer in charge. | 5,762.82 | Sqm. | - | - |
| 1.09 | Laying CC 1:2:4 for collar jointing and repairing of slab with Local sand including cost of material, labour and T&P etc for proper completion of work as directed by Engineer-in-Charge as per drawing and I.D.as per direction by Engineer in charge. | 443.09 | Cum. | - | - |
| 1.1 | Providing and laying R.C.C. NP2 Hume Pipe dia. 150 mm as per drawing in direction of engineer in charge | 3,210 | Rm | - | - |
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