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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹39.5 CrAccepted-AOC 142 | L-1 | Accepted-AOC L-1 | |
| 2 | L-2₹43.2 Cr+₹3.7 Cr (9.41%)Rejected-Finance | L-2 | Rejected-Finance L-2 | |
| 3 | L-3₹46.2 Cr+₹6.7 Cr (16.8%)Rejected-Finance 1252 20 M AVNTIKA BHAWAN STATION ROAD MAINPURI | MAINPURI | MAINPURI | UTTAR PRADESH | L-3 | Rejected-Finance L-3 |
Tender Value
₹55.3 Cr
EMD Value
₹1.1 Cr
Closing Date
25 Feb 2023, 5:00 pmClosed
Superintending Engineer
Superintending Engineer, Drainage Circle,Aligarh
Construction of Slope C.C. Lining and other verious work from Km 215.500 to 228.200 of UGC for 43 Cusec water supply to T.H.D.C. Khurja.
2023_UPIDC_776383_1
15/S.E/2022-23
Open Tender
Civil Works
Item Wise
365 days
SE DRAINAGE CIRCLE ALIGARHDRAINAGE CIRCLE ALIGARH
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,354
₹1.1 Cr
Yes
7 Jun 2023
20 Feb 2023
27 Feb 2023
20 Feb 2023
25 Feb 2023
20 Feb 2023
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in filling and removing Bundh of canal and embankment by power tranported earth with a lead beyond 200m. and upto 1.00 Km. including excavation, loading, unloading, manual compaction, dressing and all lifts complete excluding royalty for proper completion of work as directed by Engineer In- charge. | 25,947.24 | Cum. | - | - |
| 2 | Earth work in berm cutting in ordinary soil including all lead up to 75 M and lift 4.50 M the Earth from excavation to be used in filling embenkment ordisposed as spoil bank with proper ramming and dressing by manual labour or machine or as directed by Engineer In- charge. | 1,74,973 | Cum. | - | - |
| 3 | Uprooting jhunds including disposal and dressing As per Direction of Engineer In Charge | 6,804 | Nos | - | - |
| 4 | Cleaning thick bushes & thorny jungle without uprooting with disposal As per Direction of Engineer In Charge | 1,738.87 | %Sqm. | - | - |
| 5 | Earth work in excavation in Foundation in ordinary soil with disposal and dressing the surface to the required levels slope including 30m lead & lift upto 5 no etc as per direction of engineer in charge. | 23,225.01 | cum | - | - |
| 6 | Providing and laying Cement concrete M15 (1:2:4) with cement , coarse sand , and 25mm to 10mm stone grit including cost of all material, labour and T&P etc.complete. | 26,694.14 | cum | - | - |
| 7 | Centering and shuttering for C.C. work including all cost of material, labour and T&P etc. | 95,657.8 | Sqm | - | - |
| 8 | Supplying and laying Fine sand (FM 1.50 or Avobe) under CC lining side slope of canal i/c all cost of material,labour and T&P etc complete. | 19,489.21 | cum | - | - |
| 9 | Dewatering of foundation by 5 BHP including all cost of materials, labour and T&P etc. for proper completion of job as per direction by Engineer in-charge. | 2,90,000 | Kwh | - | - |
| 10 | 12.5mm thick cement plaster in 1:6 cement ,fine sand including cost of all material, labour and T&P etc. complete. | 1,41,008 | Sqm. | - | - |
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