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NTID 39999556
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💬 Talk to Our Bidding ExpertConstruction Work Of Mini Stad in Bageshwar - Complete Tender Details
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Department of Rural Development and Panchayats
Bageshwar, Uttarakhand, India
NTID 39999556
- Opening Date : Sat 26th April, 2025
- Closing Date : Fri 25th April, 2025
- ₹ 0.00
- NTID 39999556
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
145000.00 -
Document Cost
5900.00 -
Estimated Cost
Refer Documents
BOQ Items Total Items : 154 | Total Qty : 33380.62
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | CIVIL WORKS | ||
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2.8.1 All kinds of soil. | 41.2000 | Cu M |
| 3 | Filling available excavated earth (excluding hard rock/Ordinary rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating Each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | 28.84 | 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 direction of Engineer -in - charge. | 17.88 | Cu M |
| 5 | Supplying and filling in plinth with sand under Floors, including watering, ramming, consolidating and dressing complete. | 2.39 | Cu M |
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