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Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Tender Value
₹43.5 L
EMD Value
₹87,000
Closing Date
12 Nov 2026, 6:00 pm2d left
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
GE (AF) Mohanbari
Garrison Engineer (AF) Mohanbari Mohanbari Post Dibrugarh Assam 786012
ADDN/ ALTN OF BLDG NO P-6 AT GUEST ROOM OF AF STN MOHANARI
2026_MES_794258_1
8001/864/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
₹87,000
Yes
12 Nov 2026
16 Oct 2026
13 Nov 2026
16 Oct 2026
12 Nov 2026
30 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Demolition of Brickwork or stone/ boulder masonary, built in cement mortar or cement lime mortar for making opening in wall complete all as specified and directed. | 0.55 | Cum | - | - |
| 2 | Dismantling wall and ceiling board (fibre, pulp, insulation) any thickness incl. cover fillet complete all as specified and directed. | 15 | Sqm | - | - |
| 3 | Surface dressing n.exc 15 cm deep in soft/loose soil complete all as specified and directed. | 88 | Sqm | - | - |
| 4 | 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. | 87 | Cum | - | - |
| 5 | Same as item No. 04 here-in-before but depth exc 1.50 m but n.exc 3.00 m complete all as specified and directed. | 7 | Cum | - | - |
| 6 | M&L for plain cement concrete 1:4:8 type D2 using 40 mm graded aggregate crushed stone aggregate as in foundations/mass concrete complete all as specified and directed. | 5 | Cum | - | - |
| 7 | 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. | 39 | Sqm | - | - |
| 8 | 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. | 65 | Sqm | - | - |
| 9 | 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. | 30 | Sqm | - | - |
| 10 | M&L for Treating the soil along with external perimeter of building at the rate of 2.25 litre of emulsion per metre of the perimeter wall complete all as specified and directed. | 40 | RM | - | - |
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BOQ_890790.xls
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