The Military Engineer Services has published a tender for "PROVN OF CENTRAL SEWAGE SYSTEM AT SHANKAR VIHAR UNDER GE SOUTH DELHI CANTT-10" on the 17 Sep 2025. This tender belongs to Air Force Station Repair category. This tender is published in New Delhi, Delhi location. The vendors interested in this tender and related Air Force Station Repair 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 CENTRAL SEWAGE SYSTEM AT SHANKAR VIHAR UNDER GE SOUTH DELHI CANTT-10 |
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Tender Description | excavation in trenches not exceeding 1.50m wide and not exceeding 1.50 m in depth for manholes & sewage lines and getting out in soft/loose soil complete all as specified and directed. all as per item no.1 here-in-before but depth exceeding 1.50 m and not exceeding 3.00 m complete all as specified and directed. all as per item no.1 here-in-before but depth exceeding 1.50 m and not exceeding 4.50 m complete all as specified and directed. m&l for concrete bed to 170 mm bore drain pipes in pcc 1:3:6 type c-2 using 40 mm graded stone aggregates including packing under and haunching against the sides of pipes after they are laid and tested (thickness of bed below the pipes shall be 100 mm and width shall be d+300mm) complete all as specified and directed. m&l for concrete bed to 300 mm bore drain pipes in pcc 1:3:6 type c-2 using 40 mm graded stone aggregates including packing under and haunching against the sides of pipes after they are laid and tested (thickness of bed below the pipes |
Comments | excavation in trenches not exceeding 1.50m wide and not exceeding 1.50 m in depth for manholes & sewage lines and getting out in soft/loose soil complete all as specified and directed. all as per item no.1 here-in-before but depth exceeding 1.50 m and not exceeding 3.00 m complete all as specified and directed. all as per item no.1 here-in-before but depth exceeding 1.50 m and not exceeding 4.50 m complete all as specified and directed. m&l for concrete bed to 170 mm bore drain pipes in pcc 1:3:6 type c-2 using 40 mm graded stone aggregates including packing under and haunching against the sides of pipes after they are laid and tested (thickness of bed below the pipes shall be 100 mm and width shall be d+300mm) complete all as specified and directed. m&l for concrete bed to 300 mm bore drain pipes in pcc 1:3:6 type c-2 using 40 mm graded stone aggregates including packing under and haunching against the sides of pipes after they are laid and tested (thickness of bed below the pipes |
Published Date | |
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Due Date | 15 Oct 2025 00:00:00 |
Estimated Value | 4.45 Crore |
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EMD | 0 INR |
Processing Fee | 0 INR |