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Updated dates
Tender Value
₹45 L
EMD Value
₹90,000
Closing Date
9 Jun 2026, 6:00 pm4d left
GARRISON ENGINEER (NAVAL BASE)
GARRISON ENGINEER NAVAL BASE GANDHIGRAM POST VISAKHAPATNAM 530005
REPAIRS TO SEWAGE LINES, MANHOLES, DRAINS, PATH , HARD STANDING, COVER SLABS, JALLI WALLS, COMPOUND WALL AND PARKING SHEDS AT INS CIRCARS, COMMAND SWIMMING POOL, ENC (O) MESS, NOI, SAILORS INSTITUTE UNDER AGE BR-II OF GE (NB) VISAKHAPATNAM
2026_MES_764927_1
C/8669/26-27/E8 TOKEN 06 OF 2026-27
Open Tender
Civil Works
270 days
VISAKHAPATNAM
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
GARRISON ENGINEER NAVAL BASE
₹90,000
Yes
12 May 2026
12 May 2026
16 Jun 2026
12 May 2026
9 Jun 2026
26 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in trenches n.exc 1.5 m wide and n.exc 1.5 m in depth for foundation, etc and getting out in soft/loose soil complete all as specified and directed. | 58.15 | Cum | - | - |
| 2 | Excavating in trenches not exc. 1.5 metre wide and exc. 1.5 metre & not exc. 3 metre depth (beyond the first 1.5 metre) for foundation of poles etc and getting out in soft/loose soil complete all as specified and directed. | 10 | Cum | - | - |
| 3 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm as in soft/loose soil complete all as specified and directed. | 53.15 | Cum | - | - |
| 4 | Removing excavated materials exc 1.5 Km but n. exc 10 Km and depositing where directed at a level n.exc 1.5 m above the starting point complete all as specified and directed. | 13.63 | Cum | - | - |
| 5 | Demolition and breaking 150mm bore drain pipes (SGSW/AC/RCC) set in cement mortar including cement concrete bedding and removal of debris/rubbles etc to a distance outside MD land complete all as specified and directed. (Note: Necessary axcavation and earth work shall be measured and paid seperately) | 220 | RM | - | - |
| 6 | Demolition and breaking 200mm bore drain pipes (SGSW/AC/RCC) set in cement mortar including cement concrete bedding and removal of debris/rubbles etc to a distance outside MD land complete all as specified and directed. (Note: Necessary axcavation and earth work shall be measured and paid seperately) | 150 | RM | - | - |
| 7 | M & L Reinforced concrete pipes, class NP2, 200 mm bore, laid and jointed with collars complete all as specified and as directed. | 150 | RM | - | - |
| 8 | M & L Reinforced concrete pipes, class NP2, 150 mm bore, laid and jointed with collars complete all as specified and as directed. | 220 | RM | - | - |
| 9 | M & L for Plain cement concrete 1:3:6, type C-2 (using 40 mm graded stone aggragate) as in concrete bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for 150 mm bore SGSW/RCC drain pipes complete all as specified and directed . | 220 | RM | - | - |
| 10 | M & L for Plain cement concrete 1:3:6, type C-2 (using 40 mm graded stone aggragate) as in concrete bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for 200 mm bore SGSW/RCC drain pipes complete all as specified and directed . | 150 | RM | - | - |
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