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| Tender ID | 4860614 |
|---|---|
| Organisation Name | National Highways And Infrastructure Development Corporation Limited |
| Tender Brief | Maintenance Of The Existing Road Of The Project Improvement Of Existing Road To 2l With Hard Shoulders Of Maram Peren Section Package 3 Length 34.494km From Design Chainage 75 Km To Km 109.434 On Nh129a At The Risk And Cost Of The Epc Contractor. |
| Last Date For Submission | 27th Jul, 2026 |
| Opening Date | 28 Jul, 2026 |
| Document Cost | 11800.00 |
|---|---|
| EMD | 209005.00 |
| Estimated Cost | 20900472.00 |
| City | Imphal |
|---|---|
| State | Manipur |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Granular Sub Base (Plant Mix method) Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surfaced, mixing by mix in place method with rotavator at OMC and compacting with vibratory roller to achieved the desired density, complete as per clause 401(I.R.C Grade-III) | 450.00 | Cum |
| 2 | Wet Mix Macadam (Plant Mix Method) Providing, laying, 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. | 410.70 | Cum |
| 3 | Providing and applying 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. | 5929.00 | Sqm |
| 4 | Tack Coat on Granular surfaces treated with primer (Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.) | 5929.00 | Sqm |
| 5 | Dense Graded Bituminous Macadam Grading - II Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 percent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. i)For Grading II (19 mm nominal size) a) VG-40 | 296.50 | Cum |
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