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Updated dates
Tender Value
₹3.0 Cr
EMD Value
₹3.8 L
Closing Date
16 Jun 2026, 6:00 pm
CWE Chandimandir
HQ CWE Chandimandir, PIN-134107
CWE/CHM-14/2026-27 CONSTRUCTION OF RETAINING WALL AT SHRI NAGESH OFFICERS MESS AT CHANDIMANDIR MIL STATION UNDER GE CHANDIMANDIR (PARA 35 WORK)
2026_MES_763544_1
CWE/CHM-14/2026-27
Open Tender
Civil Works
270 days
GE Chandimandir
Class A, Cate a(i)
9 documents required · 9 mandatory
₹2,000
GE Chandimandir
₹3.8 L
5 May 2026
5 May 2026
18 Jun 2026
5 May 2026
16 Jun 2026
9 Jun 2026
5 May 2026 - 12 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 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. | 6,200 | CUBIC METRE | 1.25 | ₹7,750 |
| 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 | 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 | CUBIC METRE | 100 | ₹10,000 |
| 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 | CUBIC METRE | 53 | ₹5,300 |
| 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 | CUBIC METRE | 10 | ₹2,000 |
| 6 | 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 7.50 metre and not exceeding 9.0 metre high complete all as specified and as directed by Engineer-in-Charge. | 300 | CUBIC METRE | 11 | ₹3,300 |
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