The Military Engineer Services has published a tender for "PROVISION OF DEFICIENT SENTRY POST/ WATCH TOWER WITH RESTROOM IN 50A AND NSB AT INS HAMLA UNDER GE (NW) BHANDUP" on the 25 Sep 2025. This tender belongs to Watch Tower Installation category. This tender is published in Thane, Maharashtra location. The vendors interested in this tender and related Watch Tower Installation 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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In Thane district, Maharashtra, a total of 26 Watch Tower Installation tenders have been published, with 4 tenders released last quarter.
Tender Title | PROVISION OF DEFICIENT SENTRY POST/ WATCH TOWER WITH RESTROOM IN 50A AND NSB AT INS HAMLA UNDER GE (NW) BHANDUP |
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Tender Description | M & L Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out In Hard/dense soil. Complete all as specified and directed by Engineer-in-charge. Excavating in trenches, by mechanical means(hydraulic excavator) n exc 1.5 m wide and n exc 1.5 m in depth; for footing, Plinth Beam & Dwarf Wall, etc. n exc 10 sq m on plan and getting out in Hard/dense soil. Completed all as specified and directed by Engineer-in-charge. Excavating in trenches, by mechanical means(hydraulic excavator) exc 1.5 m wide and n exc 3.0 m in depth; for footing, Plinth Beam & Dwarf Wall, etc. n exc 10 sq m on plan and getting out in Hard/dense soil. Completed all as specified and directed by Engineer-in-charge. M & L Treating the top surface of filled earth at the rate of 5 litres of emulsion per square metre of surface Completed all as specified and directed by Engineer-in-charge. M & L Treating the backfill in contact with foundation at the rate of 7.5 litres of emulsion per squar |
Comments | M & L Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out In Hard/dense soil. Complete all as specified and directed by Engineer-in-charge. Excavating in trenches, by mechanical means(hydraulic excavator) n exc 1.5 m wide and n exc 1.5 m in depth; for footing, Plinth Beam & Dwarf Wall, etc. n exc 10 sq m on plan and getting out in Hard/dense soil. Completed all as specified and directed by Engineer-in-charge. Excavating in trenches, by mechanical means(hydraulic excavator) exc 1.5 m wide and n exc 3.0 m in depth; for footing, Plinth Beam & Dwarf Wall, etc. n exc 10 sq m on plan and getting out in Hard/dense soil. Completed all as specified and directed by Engineer-in-charge. M & L Treating the top surface of filled earth at the rate of 5 litres of emulsion per square metre of surface Completed all as specified and directed by Engineer-in-charge. M & L Treating the backfill in contact with foundation at the rate of 7.5 litres of emulsion per squar |
Published Date | |
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Due Date | 16 Oct 2025 18:00:00 |
Tender Open Date |
Estimated Value | 43.9 Lakh |
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EMD | 87800 INR |
Processing Fee | 500 INR |