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Tender Value
Refer Docs
EMD Value
₹10,000
Closing Date
29 Sept 2026, 1:00 pm2d left
EXECUTIVE ENGINEER
IRRIGATION DIVISION FIROZABAD
Silt clearance / scrapping of Dy. Borra From km. 0.000 to km. 10.400
2026_UPIDC_1188447_1
05/EE/2026-27
Open Tender
Civil Works
Item Wise
20 days
Silt clearance / scrapping of Dy. Borra From km. 0
Please refer Tender documents.
2 documents required · 2 mandatory
₹856
₹10,000
23 Sept 2026
23 Sept 2026
29 Sept 2026
23 Sept 2026
29 Sept 2026
23 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in silt clearance including lift up to 1.50 M and lead upto 30.00 M by manual labour or machines. The earth from clearance to be used in side embankment or to be disposed off on spoil banks or as directed by Engineer-in-charge. | 2,285.63 | cum | - | - |
| 2 | Earth work in silt with slush and lehel for earth work excluding dewatering of clearance including lift up to 1.50 M and lead up to 200.00 M by manual labour or machines. The earth from clearance to be used in side embankment or to be disposed off on spoil banks or as directed by Engineer-in-charge. | 355 | cum | - | - |
| 3 | Uprooting jhund and Moonj With Disposal Away From Site. | 1,456.7 | sqm | - | - |
| 4 | Scrapping Internal Section of Existing Channel in Slope With Silt upto 5cm. | 37,043 | sqm | - | - |
| 5 | Cleaning thick bushes and thorny jungle without uprooting all cost of labour or machne and etc. | 22,650 | sqm | - | - |
| 6 | Finishing walls with acrelic smooth exterior emulsion paint (Apex) of approved brand and manufacture(Asian or Burger) and of required shade on new work two or more coat applied @ 1.67 Ltr/10sqm including one coat of primer applied @ 2.20 kg/10sqm icluding cost of all materials, labours, T&P etc. required for proper completion of the work. | 160 | sqm | - | - |
| 7 | Brick work in 1:4 cement mortar up to 3M lift & 60 M lead of materials with required pointing/plastering and excavation. Including cost of labour,material,T&P etc complete. | 3.83 | cum | - | - |
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