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| Tender ID | 4901255 |
|---|---|
| Organisation Name | National Highways And Infrastructure Development Corporation Limited |
| Tender Brief | Corrigendum : Ordinary Repair Of Nh-04 From Km 0.000 To 45.000 (excluding Km 21.000 To 28.000) In The Union Territory Of Andaman And Nicobar In The Fy 2026-27 |
| Last Date For Submission | 24th Jul, 2026 |
| Opening Date | 25 Jul, 2026 |
| Document Cost | 11800.00 |
|---|---|
| EMD | 188336.00 |
| Estimated Cost | 9416799.00 |
| City | Multi city |
|---|---|
| State | Multi State |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Clearing and Grubbing Road Land : Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness, as per direction of the Engineer-in-charge. | 5.996 | Ha. |
| 2 | Granular Sub-Base with Close Graded Material (Table:- 400-1) (Plant Mix Method):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, c omplete as per clause 401, as per direction of the Engineer-in-charge. | 255.000 | Cum |
| 3 | Surface Drains in Soil (Unlined Drain):Surface Drains in Soil Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of 1000 metres | 506.400 | Cum |
| 4 | CC Shoulder as PCC Grade M25 using batching plant transit mixer & manual placing | 293.150 | cum |
| 5 | Bituminous Cold Mix ( Including Gravel Emulsion) Providing, laying and rolling of bituminous cold mix on prepared base consisting of a mixture of unheated mineral aggregate and emulsified or cutback bitumen, including mixing in a plant of suitable type and capacity, transporting, laying, compacting and finishing to specified grades and levels Using bitumen emulsion and 9.5 mm or 13.2 mm size aggregate | 76.730 | Cum |
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