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NTID 43185252
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Inquiry NowConstruction Of New Pashu Seva in Dehradune - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Construction Of New Pashu Seva" in Dehradune, India.
Government of Uttarakhand
Dehradune, Uttarakhand, India
NTID 43185252
- Opening Date : Tue 30th December, 2025
- Closing Date : Tue 30th December, 2025
- ₹ 6378635.00
- NTID 43185252
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
150000.00 -
Document Cost
4720.00 -
Estimated Cost
6378635.00
BOQ Items Total Items : 130 | Total Qty : 20282.85
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Earth work in excavation in trenches for foundation and for pipes cables etc. in ordinary soil including fitup to 1.5m and dressing of sides and ramming bottoms and disposal of surplus excavated earth as directed by the engineer with in a lead of 50m. | 244.00 | cu.m |
| 2 | Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: With Chlorpyriphos/Lindane E.C. 20% with 1% concentration | 108.00 | Sqm |
| 3 | Filling available excavated earth (excluding rock) in trenches ,plinth,sides of foundation etc . in layers not exceeding 20cm in depth ,consolidating each deposited layer by ramming and watering lead upto 50m and lift upto 1.5m . | 193.00 | cu.m |
| 4 | Filling with available fly ash and earth (excluding rock) in trenches or embankment in layers (each layer should not exceed 15 cm), with intermediate layer of compacted earth (Soil density of 98%) after every four layers of compacted depth of fly ash, sides & top layer of filling shall be done with earth having total minimum compacted thickness 30 cm or as decided by Engineer -in-charge, including compacting each layer by rolling/ ramming and watering, all complete as per drawing and irection of Engineer -in - charge. | 18.00 | cu.m |
| 5 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 6.00 | cu.m |
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