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| Tender ID | 2676187 |
|---|---|
| Organisation Name | National Highways And Infrastructure Development Corporation Limited |
| Tender Brief | Corrigendum : Maintenance Of Existing Road Section From Design Chainage 40.000 Km To 56.840 Km Total Length 16.840 Km Package Iia Of Nh 129a In The State Of Manipur On Item Rate And Work Order Basis To Be Carried Out At The Risk And Cost Of The Epc Contractor |
| Last Date For Submission | 8th Apr, 2026 |
| Opening Date | 09 Apr, 2026 |
| Document Cost | 11800.00 |
|---|---|
| EMD | 315034.00 |
| Estimated Cost | 31503374.00 |
| City | Imphal |
|---|---|
| State | Manipur |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Land Slide Clearance in soil (Clearance of land slides in soil and ordinary rock by a bull-dozer D 80 A-12, 180 HP and disposal of the same on the valley side) | 10141.50 | 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. | 1506.88 | Cum |
| 3 | Prime Coat on WMM Providing and appllng primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical mean. | 12055.00 | Sqm |
| 4 | Tack Coat on Grnaular Surface treated with Premier 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. | 12055.00 | 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 | 843.85 | Cum |
14 Days Left