The Military Engineer Services has published a tender for "PROVISION OF WEATHER PROOF SHED TO SAFE GUARD 03 CONTAINERS AT NCN SDC NTS TEYLERABAD AND CONSTRUCTION OF RETAINING WALL BEHIND MT SHED AT MARCOS (SVP) UNDER GE MINNIEBAY, SRI VIJAYA PURAM" on the 02 Apr 2026. This tender belongs to Retaining Wall Construction category. This tender is published in South Andaman, Andaman and Nicobar Islands location. The vendors interested in this tender and related Retaining Wall 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.
Related alert: all civil works Tenders | compound wall Tenders | retaining wall construction and repair Tenders
Related categories: Grouting service Tenders | Epoxy Grouting Tenders | Guniting and Shotcreting Services Tenders |
In South Andaman district, OTHERS, a total of 40 Retaining Wall Construction tenders have been published, with 2 tenders released last month.
| Tender Title | PROVISION OF WEATHER PROOF SHED TO SAFE GUARD 03 CONTAINERS AT NCN SDC NTS TEYLERABAD AND CONSTRUCTION OF RETAINING WALL BEHIND MT SHED AT MARCOS (SVP) UNDER GE MINNIEBAY, SRI VIJAYA PURAM |
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| Tender Description | excavation in trenches n exc 1.5m wide and n.exc 1.5m in depth; n.exc. 10 sqm in plan for foundation, etc. and getting out in soft/loose soil complete all as specified and as directed. m & l for pcc 1:4:8 with type d2 using 40 mm graded crushed stone aggregate as in filling, foundation and mass concrete complete all as specified and as directed. excavating in trenches, not exc 1.5 m wide and exc 1.5m and n.exc. 3m deep; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and getting out in soft loose soil. complete all as specified. m&l for nominal mix rcc m-30 (using 20mm graded stone aggregate) in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concretecomplete all as specified and directed. m&l for nominal mix rcc m-30 (using 20mm graded stone aggregate) in walls, retaining walls,basement walls, ballast walls and the like; anythickness; |
| Comments | excavation in trenches n exc 1.5m wide and n.exc 1.5m in depth; n.exc. 10 sqm in plan for foundation, etc. and getting out in soft/loose soil complete all as specified and as directed. m & l for pcc 1:4:8 with type d2 using 40 mm graded crushed stone aggregate as in filling, foundation and mass concrete complete all as specified and as directed. excavating in trenches, not exc 1.5 m wide and exc 1.5m and n.exc. 3m deep; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and getting out in soft loose soil. complete all as specified. m&l for nominal mix rcc m-30 (using 20mm graded stone aggregate) in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concretecomplete all as specified and directed. m&l for nominal mix rcc m-30 (using 20mm graded stone aggregate) in walls, retaining walls,basement walls, ballast walls and the like; anythickness; |
| Published Date | |
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| Due Date | 16 Apr 2026 00:00:00 |
| Estimated Value | 46.0 Lakh |
|---|---|
| EMD | 0 INR |
| Processing Fee | 0 INR |