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NTID 46630905
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Inquiry NowCorrigendum Construction Of in Amethi - Complete Tender Details
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Public Works Department
Amethi, Uttar Pradesh, India
NTID 46630905
- Opening Date : Tue 22nd September, 2026
- Closing Date : Tue 22nd September, 2026
- ₹ 22800000.00
- NTID 46630905
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
1340000.00 -
Document Cost
2714.00 -
Estimated Cost
22800000.00
Latest Corrigendum List
| # | Corrigendum Title | Corrigendum Type |
|---|---|---|
| 1 | Extend Date | Date |
BOQ Items Total Items : 24 | Total Qty : 13553.5
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Earthwork in cutting or in embankment in ordinary soil, excavation to be in the form of regular pits not exceeding 1/2 metre in depth and earthwork in embankment to be in 20cm. layers including ramming and dressing the surface to required levels and slopes and also including 1.5 metre lift and 30m. lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks with in 30m. distance as directed by the engineer in charge. | 8500 | Cum |
| 2 | Construction of Granular sub base by providing well graded material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and complacting with smooth wheel roller to achieved the desired density. complete as per clause 401 | 810 | Cum |
| 3 | Earthwork in cutting or in embankment in ordinary soil excavation to be in the from of regular pits not exceeding 1/2 metre c 20'' in depth and earthwork in embankment to be in 20 cm(8) Layers including ramming and derssing the surface to required levels. in Patri | 2550 | Cum |
| 4 | Providing laying spreading and compacting stone aggregates of specific sizes to water bound macadam (G-3) specification including spreading in uniform thickness, hand packing rolling with 3-wheeled steel/vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density. | 562.5 | Cum |
| 5 | Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, | 1125 | Cum |
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