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NTID 42563151
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💬 Talk to Our Bidding ExpertCo Combined Buildings For Gos in East Sikkim - Complete Tender Details
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Indo Tibetan Border Police Force
East Sikkim, Sikkim, India
NTID 42563151
- Opening Date : Wed 26th November, 2025
- Closing Date : Tue 25th November, 2025
- ₹ 29563922.00
- NTID 42563151
Tender Description
Documents
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Document-1
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
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Document-2
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
Costs
-
EMD
591278.00 -
Document Cost
Refer Documents -
Estimated Cost
29563922.00
BOQ Items Total Items : 123 | Total Qty : 56027.504
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Earth work by mechinical / manual means in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and for all lift :All kinds of soil | 139.31 | Cum |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge.All kinds of soil | 298.97 | Cum |
| 3 | Filling available excavated earth ( excluding rocks) in plinth side of foundation, under floors in layers not exceeding 20 cm in depth including, watering, ramming consolidating and dressing completelead up to 50 m and lift up to 1.5 m | 50.48 | Cum |
| 4 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials.All kind of soil | 34.05 | Cum |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level :1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) | 47.10 | Cum |
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