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| Tender ID | 4613774 |
|---|---|
| Organisation Name | National Highways And Infrastructure Development Corporation Limited |
| Tender Brief | Corrigendum : Emergent Maintenance Work Of The Existing Road Of The Project Construction Of 4 Lane Bridge Over Irang River On Imphal Jiribam Road Section 95.5 Km Nh 37 At The Risk And Cost Of The Epc Contractor On Percentage Rate And Work Order Basis 2nd Call |
| Last Date For Submission | 9th Jul, 2026 |
| Opening Date | 10 Jul, 2026 |
| Document Cost | 11800.00 |
|---|---|
| EMD | 69360.00 |
| Estimated Cost | 6936010.00 |
| City | Imphal |
|---|---|
| State | Manipur |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Compacting original ground supporting subgrade (Loosening of the ground upto a level of 500 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of table 300-2 for subgrade construction.) | 842.360 | cum |
| 2 | Construction of Earthen Shoulders with Material Deposited from Roadway Cutting (Construction of sub-grade and earthen shoulders with approved matedal deposited at site from roadway cutting and excavated from drain and foundation of other structures graded and compacted to meet requirement of table No. 300-2) | 75.030 | cum |
| 3 | 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 | 324.590 | cum |
| 4 | Providing, layng, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density | 364.590 | cum |
| 5 | Providing and appllng primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rale of 0.70 kg/sqm using mechanical means | 1427.500 | sqm |
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