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NTID 40258409
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💬 Talk to Our Bidding ExpertCorrigendum Bids For Constru in Jaipur – Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Corrigendum Bids For Constru" in Jaipur, India.
- Opening Date : Tue 24th June, 2025
- Closing Date : Mon 23rd June, 2025
- ₹ 210100000.00
- NTID 40258409
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
-
EMD
4202000.00 -
Document Cost
10000.00 -
Estimated Cost
210100000.00
Latest Corrigendum List
| # | Corrigendum Title | Corrigendum Type |
|---|---|---|
| 1 | DATE EXTEND | Date |
| 2 | CORRIGENDUM 2 | Date |
BOQ Items Total Items : 646 | Total Qty : 1223038.2
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | INTAKE WELL with APPROACH BRIDGE | ||
| 2 | Barricading | ||
| 3 | Providing, Fixing and maintaining barricading of active site such as at tanks etc to keep it safe entry from trespassers and unauthorizedpersons with using 80 - 100 mm dia Wooden Ballies as vertical post,at least 1.80 m above ground level and at least 60 cm below groundlevel at a spacing of 2 m and 0.63mm thick GI corrugated sheets for1.8 m height above ground level for covering the barricading in rowsone above another with providing suitable gate arrangement andpainting in red and white stripes as per the specifications anddirections of the Engineer In charge with proper fixing arrangementswith GI limpet washers nuts and bolts complete in all respect andmaintaining it till completion of the work at active site. | 100.00 | metre |
| 4 | Coffer dam | ||
| 5 | Providing, constructing coffer dam in river basin / dam storages as per type design including excavation, filling the middle portion with B.C. soil (in gunny bags if required). Providing impervious / semipervious materials on both sides of B.C. soil (in gunny bags if required) including ramming, compacting to the satisfaction of Engineer-in-charge till the completion of work including dismantling coffer dam after completion of works and disposing off the material as directed by the Engineer-in-charge. Note : Maximum top width payable shall be 2 Mtr. and maximum payable side slopes shall be 1.5 horizontal to 1 vertical, if the constructed top width of the side slopes are less, then the measurements at actual are payable. Extra top width or flat slopes are not payable. Contractor is free to use ballies, plastic sheets, piles, pipes, CGI sheets for supporting hearting materials instead of impervious/ semi-pervious hearting materials for which no extra payments shall be payable. 30% payment shall be withheld for dismantling of coffer dam. | 2160.00 | Cum |
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