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Tender Value
₹38.6 L
EMD Value
₹77,000
Closing Date
11 Jun 2026, 6:00 pm6d left
Maj Rohit Gogoi
GE 859 EWS
PROVN OF VARIOUS REVENUE AND MINOR WORKS UNDER GE 859 EWS
2026_MES_751051_5
8982/E8
Open Tender
Civil Works
180 days
Tawang
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
Yes
₹77,000
Yes
29 May 2026
29 May 2026
12 Jun 2026
29 May 2026
11 Jun 2026
4 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Demolition of cement concrete (un-reinforced) in ground floors and pavings n exc 15 cm thickness (below or above ground level complete. | 12.5 | CUM | - | - |
| 2 | Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cmdeep and getting out in hard/dense soil. | 242 | Sqm | - | - |
| 3 | Rough excavation n exc.1.5m deep and gatting out in hard/dense soil. Complete all as specified and directed. | 31.61 | Cum | - | - |
| 4 | Excavation in trenches not exc 1.5 m wide and not exc 1.5 deep and getting out in hard / dense soil complete all as specified and directed | 49.82 | Cum | - | - |
| 5 | Returning filling in including spreading ,levelling ,watering and well ramming in layers not exc 25 cm thick as in hard/dense soil complete all specified and directed. | 32.99 | Cum | - | - |
| 6 | Excavating in post holes each n exc 0.5 cum getting out, returning filling in and ramming earth or broken rubble mixed with earth around, in layers not exceedings 25cm watering and removing surplus soil to distance n exc 50 m and making good surface in soft/loose soils complete all as specified and directed. | 42 | Each | - | - |
| 7 | Removing excavated material n exc. 50m and depositing where directed at a level n exc.
1.5 m above the starting point for soil | 77.44 | CUM | - | - |
| 8 | M&L for Hand packing (any thickness )at back filling with broken stone or boulders complete all as specified and directed. | 25.91 | Cum | - | - |
| 9 | M&L for cement concrete in foundations, filling and mass concrete D2, 1:4:8 (40mm graded aggregate). | 25.55 | Cum | - | - |
| 10 | M&L PCC 1:2:4 type B-1 using 20mm graded stone aggregate as in coping complete all as specified and directed | 1.26 | Cum | - | - |
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