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| Tender ID | 4490101 |
|---|---|
| Organisation Name | National Highways And Infrastructure Development Corporation Limited |
| Tender Brief | Corrigendum : Maintenance Of Existing Road Section Of Pallel To Chandel From Km 0.000 To Km 18.000 Of Nh 102c In The State Of Manipur, On Item Rate And Work-order Basis, Under Risk And Cost Of The Epc Contractor 3rd Call. |
| Last Date For Submission | 24th Jun, 2026 |
| Opening Date | 25 Jun, 2026 |
| Document Cost | 11800.00 |
|---|---|
| EMD | 66358.00 |
| Estimated Cost | 6635752.00 |
| City | Chandel |
|---|---|
| State | Manipur |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead up to 1000 metres. (ii) By Mechanical Means using Motor Grader | 555.00 | Sqm |
| 2 | Restoration of Rain Cuts (Restoration of rain cuts with soil, moorum,gravel or a mixture of these, clearing the loose soil, benching for 300 mm width, laying fresh material in layers not exceeding 250 mm and compacting with plate compactor or power rammers to restore the original alignment, levels and slopes) | 153.00 | Cum |
| 3 | Hill Side Drain Clearance (Removal of earth from the choked hill side drain and disposing it on the valley side manually) | 685.00 | Rm |
| 4 | Metal Beam Crash Barrier A Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail,70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 8l 1) | 20.00 | Rm |
| 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. a). VG-40 | 5.00 | cum |
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