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NTID 42909159
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💬 Talk to Our Bidding ExpertRe-excavation Of Sarulepukur W in Bardhaman - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Re-excavation Of Sarulepukur W" in Bardhaman, India.
Department Of Water Resources
Bardhaman, West Bengal, India
NTID 42909159
- Opening Date : Mon 22nd December, 2025
- Closing Date : Sat 20th December, 2025
- ₹ 0.00
- NTID 42909159
Tender Description
Documents
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Document-1
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
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Document-2
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
Costs
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EMD
55000.00 -
Document Cost
500.00 -
Estimated Cost
Refer Documents
BOQ Items Total Items : 15 | Total Qty : 21198.282
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | For Re-Excavation of Water Harvesting Structures. | ||
| 2 | Bailing out water by pump including all leads and lifts and including making all arrangements for disposal, where continuous flow or seepage of water is encountered and rating of pumps and hours of operation is specifically ascertained as per direction of the Engineer-in-charge. 40% of Existing Volume | 62.628 | Hp-Hr |
| 3 | Excavation in ordinary soil/mixed soil i.e. clay mixed with moorun,kankar,pebbles/siltdry or moist/slushy silt/sticky soil for WDS/WHS/RESERVOIR/SFMIS etc with hydraulic excavator of required bucket capacity including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirement of lines,grades and crosssection and transporting to embankment/disposal site with in all lifts and lead upto1000 m including spreading,leveliing disposed spoils at disposed area. (mode of measurement: pre work and post work) . 95% of Total Earth Work | 18189.570 | Cum |
| 4 | Excavation in gravel/moorum/kankar/compact moorum/very much weathered rock/sticky soil mixed with moorum or ghooting for WDS/WHS/RESERVOIR/SFMIS etc with hydraulic excavator of required bucket capacity including cutting and loading in tippers,trimming bottom and side slopes in accordance with requirement of lines,grades and crosssection and transporting to embankment/disposalsite with in all lifts and lead upto1000 m including spreading, leveliing disposed spoils at disposed area. ( mode of measurement: pre work and post work). 5% of Total Earth Work | 957.346 | Cum |
| 5 | Construction of embankment by earth moving machinery with approved materials already deposited at site available from river bed cutting and excavation from drain and foundation of other structures as per given profile for formation of bank and as per directon of the Engineer-in-charge.(Payment will be made on the basis of Pre-work & Post-work level after necessary void deduction). Prop. Embankment (10 % Volume Total Excavated Earth) | 1914.690 | Cum |
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