The Military Engineer Services has published a tender for "PROVN OF PVC LAMINATED CUPBOARD FOR KITCHEN AND WARDROBE IN RWA CARIAPPA ENCLAVE, PROVN OF STORM WATER DRAIN FROM GATE NO 3 TO NEAR C/13/111 (189 MH JCO MESS) AND SPL REPAIR/REPLACEMENT OF RCC POLES TO STEEL POLES AND ALLIED WORKS AT SWIMMING POOL" on the 20 Nov 2025. This tender belongs to Air Force Station Repair category. This tender is published in Kolkata, West Bengal 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 PVC LAMINATED CUPBOARD FOR KITCHEN AND WARDROBE IN RWA CARIAPPA ENCLAVE, PROVN OF STORM WATER DRAIN FROM GATE NO 3 TO NEAR C/13/111 (189 MH JCO MESS) AND SPL REPAIR/REPLACEMENT OF RCC POLES TO STEEL POLES AND ALLIED WORKS AT SWIMMING POOL |
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| Tender Description | excavating in trenches , n.exc 1.5 m wide and n.exc 1.5 m depth for foundation etc or for shafts, wells, cesspits ,manhole pier hole, laying of cables, pipes etc n.exc 10 sqm on plan and n.exc 1.5m in depth and getting out in any kind of soilnote : manual excavation to be done. during excavation if any damage occured to existing cable any type/ water pipe line, it will be contractor responsibilty to get it repair and make functional by providing jointing kit etc without any extra cost. contractor has to repair it within 24 hrs so that essential service can not be effected due to such damage.if contractor fails to repair it within 24 hrs penalty @ rs 500/- will be charged to contractor. in this ge decision will be final, conclusive and binding. m&l for 300 mm thick (compacted) in three layers of each 100mm thick in pavings, with mix of fly ash, clinker & stone dust in the proportion of 1:3:6 (ie 10% fly ash, 30% clinker and 60% stone dust ) laying in layers n. exc 10cm thick, wateri |
| Comments | excavating in trenches , n.exc 1.5 m wide and n.exc 1.5 m depth for foundation etc or for shafts, wells, cesspits ,manhole pier hole, laying of cables, pipes etc n.exc 10 sqm on plan and n.exc 1.5m in depth and getting out in any kind of soilnote : manual excavation to be done. during excavation if any damage occured to existing cable any type/ water pipe line, it will be contractor responsibilty to get it repair and make functional by providing jointing kit etc without any extra cost. contractor has to repair it within 24 hrs so that essential service can not be effected due to such damage.if contractor fails to repair it within 24 hrs penalty @ rs 500/- will be charged to contractor. in this ge decision will be final, conclusive and binding. m&l for 300 mm thick (compacted) in three layers of each 100mm thick in pavings, with mix of fly ash, clinker & stone dust in the proportion of 1:3:6 (ie 10% fly ash, 30% clinker and 60% stone dust ) laying in layers n. exc 10cm thick, wateri |
| Published Date | |
|---|---|
| Due Date | 09 Dec 2025 00:00:00 |
| Estimated Value | 46.75 Lakh |
|---|---|
| EMD | 0 INR |
| Processing Fee | 0 INR |