Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.1 CrAccepted-AOC 1252 20 M AVNTIKA BHAWAN STATION ROAD MAINPURI | MAINPURI | MAINPURI | UTTAR PRADESH | ₹3.1 Cr | L1 | Accepted-AOC Bidder is L1 |
| 2 | L2₹3.5 Cr+₹43.8 L (14.3%)Rejected-Finance C 65 RDC RAJNAGAR DISTRICT GHAZIABAD | GHAZIABAD | GHAZIABAD | UTTAR PRADESH | ₹3.5 Cr+₹43.8 L (14.3%) | L2 | Rejected-Finance Quoted Amount is not Lowest. Bidder is L2 |
| 3 | L3₹3.8 Cr+₹73.4 L (23.9%)Rejected-Finance | ₹3.8 Cr+₹73.4 L (23.9%) | L3 | Rejected-Finance Quoted Amount is not Lowest. Bidder is L3 |
| 4 | Rejected-Technical GRAM KHAMINI POST PADAM DISTRICT FIROZABAD UTTAR PRADESH PIN 283130 | FIROZABAD | UTTAR PRADESH | 283130 | - | - | Rejected-Technical Non Responsive |
| Sl No | Description | Qty | Unit | ARUN CONSTRUCTION L3 | Shri Krishna Construction Projects Pvt Ltd L2 | GLOBAL INFRATECH INDIA PVT LTD L1 |
|---|---|---|---|---|---|---|
| 1.00 | Earth work in cutting or in embankment in ordinary soil, excavation to be in the form of regular pits and earth work in embankment to be in 20cm. layers, including ramming and dressing the surface to the required levels and slopes and also including 1.50m lift and 30m lead. The earth from cutting to be used in making embankment or to be deposited as spoil bank within 30m distance as directed by Engineer- in-Charge.(Making bundha for Diversion) | 1,321.88 | cum | 90 ₹1,18,969.2 | 45 ₹59,484.6 Lowest | 70 ₹92,531.6 |
| 2.00 | Supplying and filling empty cement bags with local earth /RBM/Silt/ Hand sewing with suja and sutali and placing in position with in 60m etc. complete | 14,805 | Nos | 12 ₹1,77,660 | 5 ₹74,025 Lowest | 9 ₹1,33,245 |
| 3.00 | Earth work in cutting or in embankment in ordinary soil, excavation to be in the form of regular pits and earth work in embankment to be in 20cm. layers, including ramming and dressing the surface to the required levels and slopes and also including 1.50m lift and 30m lead. The earth from cutting to be used in making embankment or to be deposited as spoil bank within 30m distance as directed by Engineer- in-Charge.(Removing Bundha) | 1,744.88 | cum | 65 ₹1,13,417.2 | 35 ₹61,070.8 Lowest | 50 ₹87,244 |
| 4.00 | Earth work in cutting or in embankment in ordinary soil, excavation to be in the form of regular pits and earth work in embankment to be in 20cm. layers, including ramming and dressing the surface to the required levels and slopes and also including 1.50m lift and 30m lead. The earth from cutting to be used in making embankment or to be deposited as spoil bank within 30m distance as directed by Engineer- in-Charge. | 1,036.94 | cum | 90 ₹93,324.96 | 45 ₹46,662.48 Lowest | 70 ₹72,586.08 |
| 5.00 | Earth work in foundation in dry ordinary (Loam, clay or sand) including lift upto 1.5 m and lead upto 30 m and including back filling , watering and ramming of excavated earth into the structure and the sides of foundation trenches or into the plinth with removal and disposal of surplus earth as directed by the engineer incharge upto a distance of 30 m from the foundation trenches. | 2,438.2 | Cum | 92 ₹2,24,314.4 | 55 ₹1,34,101 Lowest | 55 ₹1,34,101 Lowest |
| 6.00 | Providing and laying cement concrete work in 1:3:6 (1 cement: 3 coarse sand: 6 aggregate) with mechanical mixing, compaction and proper curing etc. required for proper completion of work as per drawing and as directed by Engineer in-charge. | 120.89 | Cum | 5,500 ₹6,64,895 | 5,000 ₹6,04,450 | 4,500 ₹5,44,005 Lowest |
| 7.00 | Providing and laying cement concrete work in 1:2:4 (1 cement: 2 coarse sand: 4 aggregate) excluding reinforcement, centering and shuttering but including mechanical mixing, compaction and proper curing, tools and plants etc. required for proper completion of work as per drawing and as directed by Engineer in-charge. | 3,292.46 | Cum | 5,850 ₹1,92,60,891 | 5,400 ₹1,77,79,284 | 4,800 ₹1,58,03,808 Lowest |
| 8.00 | Backfilling behind Abutment, wing wall and return wall complete as per drawing and technical specification clause clause 1204.3.8 | 108 | Cum | 3,500 ₹3,78,000 | 2,000 ₹2,16,000 | 1,500 ₹1,62,000 Lowest |
| 9.00 | Providing and laying filter mediad with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment,wing wall, return wall to the full height,compacted to firm condition complete as per drawing and technical specification clause 1204.3.8 | 1,116.6 | Cum | 3,500 ₹39,08,100 | 2,500 ₹27,91,500 | 2,000 ₹22,33,200 Lowest |
| 10.00 | Providing weep holes in wing walls complete as per drawings and Technical Specifications Clause 2706. | 432 | No | 150 ₹64,800 | 200 ₹86,400 | 100 ₹43,200 Lowest |
Tender Value
₹4.4 Cr
EMD Value
₹8.8 L
Closing Date
25 Apr 2026, 3:00 pmClosed
Superintending Engineer
Superintending Engineer 2nd Circle Irrigation Works Kanpur.
Kanpur Shakha ke head ke Down Stream me Bankon ke Katan ki Suraksha hetu Transition Wall ke Nirmaan ka Karya.
2026_UPIDC_1136697_1
14/S.E.-II/2025-26
Open Tender
Civil Works - Canal
Item Wise
365 days
Mainpuri
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,800
₹8.8 L
Kanpur
18 Jul 2026
15 Apr 2026
25 Apr 2026
15 Apr 2026
25 Apr 2026
15 Apr 2026
16 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in cutting or in embankment in ordinary soil, excavation to be in the form of regular pits and earth work in embankment to be in 20cm. layers, including ramming and dressing the surface to the required levels and slopes and also including 1.50m lift and 30m lead. The earth from cutting to be used in making embankment or to be deposited as spoil bank within 30m distance as directed by Engineer- in-Charge.(Making bundha for Diversion) | - | cum | - | - |
| 2 | Supplying and filling empty cement bags with local earth /RBM/Silt/ Hand sewing with suja and sutali and placing in position with in 60m etc. complete | - | Nos | - | - |
| 3 | Earth work in cutting or in embankment in ordinary soil, excavation to be in the form of regular pits and earth work in embankment to be in 20cm. layers, including ramming and dressing the surface to the required levels and slopes and also including 1.50m lift and 30m lead. The earth from cutting to be used in making embankment or to be deposited as spoil bank within 30m distance as directed by Engineer- in-Charge.(Removing Bundha) | - | cum | - | - |
| 4 | Earth work in cutting or in embankment in ordinary soil, excavation to be in the form of regular pits and earth work in embankment to be in 20cm. layers, including ramming and dressing the surface to the required levels and slopes and also including 1.50m lift and 30m lead. The earth from cutting to be used in making embankment or to be deposited as spoil bank within 30m distance as directed by Engineer- in-Charge. | 0.6 | cum | - | - |
| 5 | Earth work in foundation in dry ordinary (Loam, clay or sand) including lift upto 1.5 m and lead upto 30 m and including back filling , watering and ramming of excavated earth into the structure and the sides of foundation trenches or into the plinth with removal and disposal of surplus earth as directed by the engineer incharge upto a distance of 30 m from the foundation trenches. | - | Cum | - | - |
| 6 | Providing and laying cement concrete work in 1:3:6 (1 cement: 3 coarse sand: 6 aggregate) with mechanical mixing, compaction and proper curing etc. required for proper completion of work as per drawing and as directed by Engineer in-charge. | - | Cum | - | - |
| 7 | Providing and laying cement concrete work in 1:2:4 (1 cement: 2 coarse sand: 4 aggregate) excluding reinforcement, centering and shuttering but including mechanical mixing, compaction and proper curing, tools and plants etc. required for proper completion of work as per drawing and as directed by Engineer in-charge. | - | Cum | - | - |
| 8 | Backfilling behind Abutment, wing wall and return wall complete as per drawing and technical specification clause clause 1204.3.8 | - | Cum | - | - |
| 9 | Providing and laying filter mediad with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment,wing wall, return wall to the full height,compacted to firm condition complete as per drawing and technical specification clause 1204.3.8 | - | Cum | - | - |
| 10 | Providing weep holes in wing walls complete as per drawings and Technical Specifications Clause 2706. | - | No | - | - |
stage.html
html • 0.05 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 6.73 MB
BOQ_2122611.xls
BOQ • 0.26 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .