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Tender Value
₹48.7 L
EMD Value
₹97,420
Closing Date
10 Oct 2026, 6:00 pm
GE NW KARANJA
NAVAL STATION KARANJA, URAN, RAIGAD, MAHARASHTRA
DEMOLITION AND RECONSTRUCTION OF PAINT STORES BLDG NO P 179 AND P-327 AND PROVISION OF AIR CONDITIONING ALONG WITH ALLIED INFRA FOR SETTING UP SERVER ROOM UNDER AGE BR II AGE EM I AND II AT KARANJA
2026_MES_790136_1
8419/E8
Open Tender
Civil Works
Item Rate
210 days
GE NW KARANJA
Class D and above and category a (i)
8 documents required · 8 mandatory
₹500
Yes
GE NW KARANJA
₹97,420
Yes
19 Sept 2026
19 Sept 2026
12 Oct 2026
19 Sept 2026
10 Oct 2026
3 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface excavation in soft / loose soil n.exc. 30cm deep and averaging 15cm deep and getting out, complete all as specified and directed. | 427 | Sqm | - | - |
| - | Excavation in trenches not exceeding 1.5M wide and not exceeding 1.5M in depth for sewage line, manhole etc not exceeding 10 sqm on plan and getting out in hard / dense soil complete all as specified and as directed. | 29 | Cum | - | - |
| - | Excavating in trenches, n. exc. 1.5 m wide and n. exc. 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in soft disintegrated rock, complete all as specified and directed | 24 | Cum | - | - |
| - | Excavating in trenches, n exc 1.5 m wide and exc. 1.5 m and n. exc. 3 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out soft disintegrated rock, complete all as specified and directed | 12 | Cum | - | - |
| - | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm in harde dense soil, complete all as specified and directed | 123.7 | Cum | - | - |
| - | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm in soft disintefgrated rock, complete all as specified and directed | 22.7 | Cum | - | - |
| - | Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point for soil complete all as specified and directed | 16.3 | Cum | - | - |
| - | Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point for rocks, complete all as specified and directed | 13.3 | Cum | - | - |
| - | M&L for cement concrete in foundations, filling and mass-concrete type B-2,1:2:4 (Using 40 mm graded stone aggregate), complete all as specified and directed | 5.7 | Cum | - | - |
| - | M&L for RCC M 30 (Design mix) as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc; basement slabs and mass concrete, complete all as specified and directed | 20.9 | Cum | - | - |
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