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NTID 39819700
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Restoration Of Slip And Subsid, Purba Medinipur - Tender Details
Explore tender information for Restoration Of Slip And Subsid in Purba Medinipur, including eligibility, deadlines, and bid specifics.
Irrigation and Waterways Department
Purba Medinipur, West Bengal, India
NTID 39819700
- Opening Date : Thu 3rd April, 2025
- Closing Date : Wed 2nd April, 2025
- ₹ 371414.00
- NTID 39819700
Key Values: Document Cost: 1000.00 | EMD: 7428.00 | Estimated Cost: 371414.00
Tender Description
Restoration Of Slip And Subsidence On Right Embankment Of Bholsara Khal For A Length Of 33 M Near House Of Sumit Bag In Mouza Khalsa Bamanpur, Block Mahishadal Under East Midnapore Division
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
BOQ Items Total Items : 8 | Total Qty : 4001.812
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Supplying Jhaw / Eucalyptus bullah piles at work site, including dressing and making one end pointed. (iii) 15 cm av.diametre | 540.000 | mtr |
| 2 | Labour for driving Jhaw / Eucalyptus bullah piles by monkey in all sorts of soil including hoisting and placing piles in position, protecting the pile head with iron ring and cutting and shaping heads before and after driving and including hire and labour for necessary driving appliances and all tackles. (iii) 15 cm av.diametre | 366.480 | mtr |
| 3 | Supplying, fitting and fixing with iron nails half split bullah wailing pieces and cross pieces etc. complete with cost of all materials and carriage to site. a) Width of thinner end above 10 cm. and less than 15 cm (i) Jhaw / Eucalyptus | 175.200 | mtr |
| 4 | Fitting, fixing bitumen drum sheet to bullah piling and wailing pieces including cutting straightening drum sheet fixing with country nails @ 20cm c/c at top & bottom and bolts& nuts at top & bottom at every joint of drum sheet with a laping of 15 cm, including supply of drum sheet, fixture all complete as per direction of the Engineer - in - charge. | 60.000 | sqm |
| 5 | Earthwork in excavation in all kinds of soil for making embankments, repairs to the embankment, closing breaches etc. as per profile including supply and transporting the earth by truck or tractor or any other mechanical means on land, including loading, transporting, unloading and stacking with all lifts bothways and head load where necessary and depositing the same on embankments, clannels, filling depressions in requisite profile, levelling as per direction of the Engineer-in-charge within a lead of C) Beyond 2.00 km and upto 3.00 km NB :- Measurement to be taken on the basis of stack measurement / pre-post work section measurement after deduction of void as per norms. No extra payment will be made for stacking. | 328.132 | cum |
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