The Military Engineer Services has published a tender for "PROVN OF UNDERGROUND WATER SUMP AT DIPAC" on the 14 Nov 2025. This tender belongs to Reservoir Improvements category. This tender is published in New Delhi, Delhi location. The vendors interested in this tender and related Reservoir Improvements 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 UNDERGROUND WATER SUMP AT DIPAC |
|---|---|
| Tender Description | surface excavation not exceeding 30 cm deep and averaging 15 cm deep and getting out in soft/loose soil complete all specified & directed. removing excavated soil to a distance 50m and depositing where directed at a level n.exc 1.50 mtr above the starting point complete all specified & directed. excavating over area not exceeding 1.5 mtr deep and getting out in soft/loose soil complete all as specified and directed. all as per ser item no 3 her-in-before for each additional 1.5 mtr or part thereof in depth beyond 1.5 mtr complete all as specified and directed. m&l for pcc (1:4:8) type d2 (using 40mm graded stone aggregate) for foundation filling and mass concrete etc complete all as specified & directed. m&l for rcc m-30 (design mix) as in foundation, including rafts, footings, foundation beams, plinth beams, bases for columns etc (using 20mm graded stone aggregates) complete all as specified & directed. m&lfor rcc m-30 (design mix) as in columns pillars, posts and struts etc (using 2 |
| Comments | surface excavation not exceeding 30 cm deep and averaging 15 cm deep and getting out in soft/loose soil complete all specified & directed. removing excavated soil to a distance 50m and depositing where directed at a level n.exc 1.50 mtr above the starting point complete all specified & directed. excavating over area not exceeding 1.5 mtr deep and getting out in soft/loose soil complete all as specified and directed. all as per ser item no 3 her-in-before for each additional 1.5 mtr or part thereof in depth beyond 1.5 mtr complete all as specified and directed. m&l for pcc (1:4:8) type d2 (using 40mm graded stone aggregate) for foundation filling and mass concrete etc complete all as specified & directed. m&l for rcc m-30 (design mix) as in foundation, including rafts, footings, foundation beams, plinth beams, bases for columns etc (using 20mm graded stone aggregates) complete all as specified & directed. m&lfor rcc m-30 (design mix) as in columns pillars, posts and struts etc (using 2 |
| Published Date | |
|---|---|
| Due Date | 26 Nov 2025 00:00:00 |
| Estimated Value | 43.11 Lakh |
|---|---|
| EMD | 0 INR |
| Processing Fee | 0 INR |