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| Tender ID | 4189589 |
|---|---|
| Organisation Name | Military Engineer Services |
| Tender Brief | Corrigendum : Cwe/chm-14/2026-27 Construction Of Retaining Wall At Shri Nagesh Officers Mess At Chandimandir Mil Station Under Ge Chandimandir (para 35 Work) |
| Last Date For Submission | 9th Jun, 2026 |
| Opening Date | 11 Jun, 2026 |
| Document Cost | 2000.00 |
|---|---|
| EMD | 378000.00 |
| Estimated Cost | 30300000.00 |
| City | Chandimandir |
|---|---|
| State | Haryana |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Forming embankments from soil including raising (or lowering) earth, spreading in layers not exceeding 25 cm thick; watering, ramming/ rolling and compaction of earth filling under optimum moisture conditions to required level of percentage of standard proctor density as per drawing and finishing to required size, shape etc., not exceeding 1.5 metre high from base complete all as specified and as directed by Engineer-in-Charge. | 6200.00 | CUBIC METRE |
| 2 | Forming embankments from soil including raising (or lowering) earth, spreading in layers not exceeding 25 cm thick; watering, ramming/ rolling and compaction of earth filling under optimum moisture conditions to required level of percentage of standard proctor density as per drawing and finishing to required size, shape etc., exceeding 1.5 metre and not exceeding 3.0 metre high complete all as specified and as directed by Engineer-in-Charge. | 100.00 | CUBIC METRE |
| 3 | Forming embankments from soil including raising (or lowering) earth, spreading in layers not exceeding 25 cm thick; watering, ramming/ rolling and compaction of earth filling under optimum moisture conditions to required level of percentage of standard proctor density as per drawing and finishing to required size, shape etc., exceeding 3.0 metre and not exceeding 4.50 metre high complete all as specified and as directed by Engineer-in-Charge. | 100.00 | CUBIC METRE |
| 4 | Forming embankments from soil including raising (or lowering) earth, spreading in layers not exceeding 25 cm thick; watering, ramming/ rolling and compaction of earth filling under optimum moisture conditions to required level of percentage of standard proctor density as per drawing and finishing to required size, shape etc., exceeding 4.50 metre and not exceeding 6.0 metre high complete all as specified and as directed by Engineer-in-Charge. | 100.00 | CUBIC METRE |
| 5 | Forming embankments from soil including raising (or lowering) earth, spreading in layers not exceeding 25 cm thick; watering, ramming/ rolling and compaction of earth filling under optimum moisture conditions to required level of percentage of standard proctor density as per drawing and finishing to required size, shape etc., exceeding 6.0 metre and not exceeding 7.50 metre high complete all as specified and as directed by Engineer-in-Charge. | 200.00 | CUBIC METRE |
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