Empowering Indian businesses in the procurement ecosystem since 2012
| Tender ID | 4406564 |
|---|---|
| Organisation Name | Military Engineer Services |
| Tender Brief | Corrigendum : Provision Of Hardstanding For The Maritime Aquatic Water Training Facility At New Cgra Mandapam Under Ge (i) Cg Chennai |
| Last Date For Submission | 22nd Jun, 2026 |
| Opening Date | 24 Jun, 2026 |
| Document Cost | 500.00 |
|---|---|
| EMD | 84000.00 |
| Estimated Cost | 4200000.00 |
| City | Chennai |
|---|---|
| State | Tamil Nadu |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Site clearance n. exc. 15 cm deep in soft/loose soil including clearing shrubs, vegetation, grass, bush, weed and cutting trees and saplings not exceeding 30 cm in girth, uprooting trees, stacking of serviceable materials and disposal of unserviceable material to a distance not exceeding 50m and clearing the site complete all as specified and as directed. | 780.00 | SQM |
| 2 | Excavation over areas in any kind of soil by mechanical means (Hydraulic excavator) exceeding 30cm and not exceeding 1.5m 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, complete all as specified and as directed. | 663.00 | 10 SQM |
| 3 | Rolling and consolidating formation surfaces in cutting including watering and consolidating to a required level using power roller exceeding 8 tonne and not.exc. 12 tonne complete all as specified. | 91.00 | 10 SQM |
| 4 | Material and labour for moorum/ Red Bajri spread, rolled and consolidated to gradient and camber required complete all as specified and as directed. | 91.00 | 10 SQM |
| 5 | Material and labour for Laying and compacting 200 mm thick (compacted thickness) in two layers 100mm each, Granular Sub Base Course (GSB) grading as per Grade I as specified Table 400-1 of MoRTH specifications for Road and Bridge works, 2013, in a single layer over compacted subgrade with natural sand, crushed gravel, crushed stone, crushed slag or combination thereof as per the grading required The materials are mechanically mixed, spread and leveling on the subgrade by using motor grader of adequate capacity, and rolling with vibratory roller of capacity 80-1 00 KN static weight for achieving required compaction density of atleast 98% of the Maximum Dry Density. Consolidating to required gradient and camber complete all as specified and directed with finished surface tolerances as per Table 900-1 of MoRTH specifications for Road and Bridge works, 2013 complete all as specified and as directed. | 91.00 | 10 SQM |
6 Days Left