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Tender Value
₹43.6 L
EMD Value
₹87,200
Closing Date
29 Jul 2026, 6:00 pm3d left
GE PANNGARH
GARRISON ENGINEER PANAGARH, MILITARY ENGINEER SERVICES, PO-PANAGARH, DISTT- BURDWAN, STATE-WEST BENGAL PIN-713420
All as per BOQ
2025_MES_741501_2
8500-491/E8
Open Tender
Civil Works
Works
180 days
PANNGARH
As pr tender documents
6 documents required · 6 mandatory
₹500
GE Panagarh
₹87,200
29 Jul 2026
9 Jul 2026
30 Jul 2026
9 Jul 2026
29 Jul 2026
16 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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 soil
Note : 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. complete all as specified and directed. | 462 | Cum | - | - |
| 2 | Excavating over areas n.exc 1.5 m deep and getting out in soft/loose soil complete all as specified and directed. | 68.85 | Cum | - | - |
| 3 | All as per BOQ Item No 2.00 here-in-before but of depth exc 1.5m and not exceeding 3.00 mtrs complete all as specified. | 55.35 | Cum | - | - |
| 4 | All as per BOQ Item No 2.00 here-in-before but of depth exc 3.00m and not exceeding 4.50 mtrs complete all as specified. | 9.45 | Cum | - | - |
| 5 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm in soft/loose soil. complete all as specified and directed. | 75 | Cum | - | - |
| 6 | Removing excavated spoil to a distance not exc.50m and depositing where directed at a level not exc. 1.5 m above the starting point complete all as specified and as directed. | 520.65 | Cum | - | - |
| 7 | 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, watering, ramming and compacted with hand/power roller 8 to 12 tonn roller to required camber and gradient complete all as directed by Engineer-in-Charge. | 33 | X Sqm | - | - |
| 8 | M&L for broken stone or boulders hard core gauge n.exc 63mm deposited, spred and levelled in layers n.exc 15cm thick, watered and rammed to a true surfaces complete all as specified and directed | 60.8 | Cum | - | - |
| 9 | M & L for moorum /red bajri/gravel filling in floors or pavings, laid in layers n.exc 15cm thick , spread , levelled and rammed including watering complete all as spd and directed. | 5 | Cum | - | - |
| 10 | M&L for sand filling under floors or in foundations including watering and consolidation completed all as spd and directed. | 6.8 | Cum | - | - |
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