The Military Engineer Services has published a tender for "PROVN OF RETAINING WALL NEAR BLDG NO P-4 (OFFRS MD ACCN) AT KATAPAHAR UNDER AGE (I) DARJEELING" on the 30 Mar 2026. This tender belongs to Residential Building Construction category. This tender is published in Darjiling, West Bengal location. The vendors interested in this tender and related Residential Building Construction tenders can obtain further details by exploring Tendersniper web portal. Tendersniper sends regular tender alerts by email specifically addressing the user requirements (i.e., keywords, location and value range). Government business is a growing area of opportunity. The businesses are encouraged to actively monitor tender opportunities and participate in them to grow their business.
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| Tender Title | PROVN OF RETAINING WALL NEAR BLDG NO P-4 (OFFRS MD ACCN) AT KATAPAHAR UNDER AGE (I) DARJEELING |
|---|---|
| Tender Description | phase-i soil / geotechnical investigationa) mobilization of suitable tools & equipment, personnel and materials from laboratory to site for conducting geo-technical investigation work including all accessories, transportation, temporary setting etc and demobilization of the same complete as per the directions of engineer- in - charge. the soil investigation should aim to provide data for design of soil strengthening/ control measures, stabilization, retaining walls with appropriate foundation depth. sub surface investigation conduct of spt by making 100 mm dia or prescribed size dia bore in any strata/rock up to minimum 12m depth at every 10m running length of the proposed area ( number of bore holes-12), collecting/conducting tests at the depths of 1m ,2m, 3m,4.5m, 6m, 9m, 10.5m,12 m as per is-1892 : 2021 and related latest is codes for soil investigation to include as stipulated in is 2131 and is 2720 latest editions. location of the bore holes will be as per the directions of eng |
| Comments | phase-i soil / geotechnical investigationa) mobilization of suitable tools & equipment, personnel and materials from laboratory to site for conducting geo-technical investigation work including all accessories, transportation, temporary setting etc and demobilization of the same complete as per the directions of engineer- in - charge. the soil investigation should aim to provide data for design of soil strengthening/ control measures, stabilization, retaining walls with appropriate foundation depth. sub surface investigation conduct of spt by making 100 mm dia or prescribed size dia bore in any strata/rock up to minimum 12m depth at every 10m running length of the proposed area ( number of bore holes-12), collecting/conducting tests at the depths of 1m ,2m, 3m,4.5m, 6m, 9m, 10.5m,12 m as per is-1892 : 2021 and related latest is codes for soil investigation to include as stipulated in is 2131 and is 2720 latest editions. location of the bore holes will be as per the directions of eng |
| Published Date | |
|---|---|
| Due Date | 20 Apr 2026 00:00:00 |
| Estimated Value | 5.75 Crore |
|---|---|
| EMD | 0 INR |
| Processing Fee | 0 INR |