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NTID 42956591
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💬 Talk to Our Bidding ExpertCorrigendum Special Repair W in Etawah - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Corrigendum Special Repair W" in Etawah, India.
Public Works Department
Etawah, Uttar Pradesh, India
NTID 42956591
- Opening Date : Mon 8th December, 2025
- Closing Date : Mon 8th December, 2025
- ₹ 15700000.00
- NTID 42956591
Tender Description
Documents
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Document-1
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
-
Document-2
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
Costs
-
EMD
985000.00 -
Document Cost
2715.00 -
Estimated Cost
15700000.00
Latest Corrigendum List
| # | Corrigendum Title | Corrigendum Type |
|---|---|---|
| 1 | EXTEND DATE | Date |
BOQ Items Total Items : 15 | Total Qty : 8431.5
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. | 3200.00 | Cum |
| 2 | Supply & Fixing of good condition cement bags filed with earth including stitching, filling stacking at Site. | 1550.00 | Nos |
| 3 | Dismentling of Existing structures like culeverts, Bridhges, retaining wall and other structure comprising of measonry cement concrete, wood work, steel work, including T&P and Scaffolding wherver necessary, sorting the dismantled material, Disposal of unserviceable material and stacking the serviceable meterial with all lifts and lead of 1000m as per Technical Specification Clause 202 | 150.00 | Cum |
| 4 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 | 32.00 | Cum |
| 5 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. | 45.00 | Cum |
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