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| Tender ID | 3869524 |
|---|---|
| Organisation Name | Military Engineer Services |
| Tender Brief | Corrigendum : Provision Of Pcc Hardstanding Between Mt Section Urc Canteen And Between Atc Link To Rwy Edge On Western Side Of Run Way And Provn Of Temporary Post For Vodx Sentry At Ta Junction For Flying Operations At Ins Kohassa Shibpur Under Ge(s) Diglipur |
| Last Date For Submission | 27th Apr, 2026 |
| Opening Date | 29 Apr, 2026 |
| Document Cost | 500.00 |
|---|---|
| EMD | 32800.00 |
| Estimated Cost | 1640000.00 |
| City | Diglipur |
|---|---|
| State | Andaman and Nicobar Islands |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Surface excavation n.exc. 30 cm deep and averaging 15 cm deep and getting out soft / loose soil complete all as specified and directed. | 152.89 | Sqm |
| 2 | Removing excavated soil to a distance n.exc. 50m and depositing where directed at a level n.exc.1.5m complete all as specified and directed. | 22.50 | Cum |
| 3 | Rolling and consolidating formation surfaces in cutting including watering as necessary, filling in the depressions with approved earth which occur during the process, with 8 to 12 tonne power roller, consolidating to required gradient and camber complete all as specified and as directed. | 23.50 | X Sqm |
| 4 | M&L for Soling (or sub base) 200mm thick (spread thickness), in two layers of 100mm thickness each, with broken boulders or quarried stone, interstices filled, surface formed and rolled and consolidated with 8 to 10 tonne power roller to required gradient and camber complete all as specified and as directed. | 23.50 | X Sqm |
| 5 | M & L for 150mm thick WMM in two layer of each 75mm (compacted thickness), with coarse aggregates of grading 2 (63 to 40mm size) or of grading 3 (50 to 20mm size), spread, rolled and consolidated to gradient and camber required complete all as specified and as directed. | 23.50 | 10Sqm |
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