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| Tender ID | 4917746 |
|---|---|
| Organisation Name | Military Engineer Services |
| Tender Brief | Corrigendum : Provn Of 03x Sheds Of Size 180x30 02 Nos 120x30 01 No Of 200mt Capacity Each At Xxxxxx At Rangapahar Military Station |
| Last Date For Submission | 31st Jul, 2026 |
| Opening Date | 07 Aug, 2026 |
| Document Cost | 2000.00 |
|---|---|
| EMD | 375000.00 |
| Estimated Cost | 30000000.00 |
| City | RANGAPAHAR |
|---|---|
| State | Nagaland |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Earth work in excavation in all kind of soil by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-in-charge. | 995.43 | Cum |
| 2 | Rough excavation not exceeding 1.5m deep and getting out in soft / loose soil complete all as specified and as directed. | 7060.74 | Cum |
| 3 | Material and labour for Rolling and consolidating formation surfaces in cutting by using power road roller of 8 to 12 ton capacity complete all as specified and as directed. | 161.90 | XSqm |
| 4 | Material and labour for 150 mm thick Soling or sub base with broken boulders or quarried stones, interstics filled surfaces formed and rolled with power road roller of 8 to 12 ton capacity and consolidated to gradient and camber required complete all as specified and as directed. | 87.50 | XSqm |
| 5 | Material and labour for laying and compacting 150mm thick (compacted thickness), Wet Mix Macadam(WMM), laid in two layers of 75mm each grading as per table 400-13 of MoRTH specifications for Road and Bridge works 2013, manufactured in WMM plant, material comprising of clean, crushed, graded aggregate and granular material premixed with water to a dense mass, spreading with sensor pavor and rolling with vibratory roller of capacity 80KN-100KN static weight and consolidating to required gradient and camber complete all as specified and as directed. Note- The finished surface tolerances to be as per Table 900-1 of MoRTH specifications for Road and Bridge Works 2013. | 87.50 | XSqm |
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