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Tender Value
₹42.5 L
EMD Value
₹85,000
Closing Date
27 Oct 2026, 6:00 pm
GE (AF) Mohanbari
Garrison Engineer (AF) Mohanbari Mohanbari Post Dibrugarh Assam 786012
PROVN OF QRT DUTY ROOM AND STORE ROOM FOR SECURITY EQUIPMENTS AT SECURITY SECTION AT AF STN MOHANBARI
2026_MES_792684_1
8001/852/E8
Open Tender
Civil Works
Item Rate
180 days
Mohanbari
Class D, category a(i)
7 documents required · 7 mandatory
₹500
Garrison Engineer (AF) Mohanbari
₹85,000
Yes
7 Oct 2026
7 Oct 2026
28 Oct 2026
7 Oct 2026
27 Oct 2026
21 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface dressing n.exc 15 cm deep in soft/loose soil complete all as specified and directed. | 102 | Sqm | - | - |
| 2 | Excavating in trenches, n.exc 1.50 m wide and n.exc 1.50 m in depth for foundation etc or for shafts, wells, cesspits, manholes, pier holes etc n.exc 10 Sqm on plan and n.exc 1.5 m in depth and getting out in soft and loose soil complete all as specified and directed. | 5 | Cum | - | - |
| 3 | Demolition of plain concrete (un-reinforced) in ground floors and pavings n.exc 15 cm thickness complete all as specified and directed. | 1 | Cum | - | - |
| 4 | Excavating over areas, n.exc 1.5 m deep and getting out in soft and loose soil complete all as specified and directed. | 93 | Cum | - | - |
| 5 | Same as item No. 04 here in before but exc 1.50m and n exc 3.00m depth complete all as specified and directed. | 53 | Cum | - | - |
| 6 | Excavating in post holes (or similar holes) each n.exc 0.5 Cum, getting out in soft/loose soil, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers notexceeding 25 cm complete all as specified and directed. | 3 | Each | - | - |
| 7 | M&L for plain cement concrete 1:4:8 type D2 using 40 mm graded stone aggregate crushed stone aggregate as in foundations/ mass concrete complete all as specified and directed. | 6 | Cum | - | - |
| 8 | M&L for Treating the backfill in contact with foundation at the rate of 7.5 litres of emulsion per square metre of vertical surface (Area of the sub structure in contact with backfill to be measured) complete all as specified and directed. | 48 | Sqm | - | - |
| 9 | M&L for Treating the top surface of filled earth at the rate of 5 litres of emulsion per square metre of surface complete all as specified and directed. | 120 | Sqm | - | - |
| 10 | M&L for Treating the soil under plinth protection at the rate of 5 litres of emulsion per square metre of surface area complete all as specified and directed. | 53 | Sqm | - | - |
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