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Construction Of Permanent Buil, West Champaran - Tender Details
Explore tender information for Construction Of Permanent Buil in West Champaran, including eligibility, deadlines, and bid specifics.
SASHASTRA SEEMA BAL
West Champaran, Bihar, India
NTID 38984763
Opening Date : Wed 12th February, 2025- Closing Date : Mon 10th February, 2025
- ₹ 32177016.00
- NTID 38984763
Construction Of Permanent Building At Bop Senuwariya Under 47th Bn Ssb, Raxaul
Key Values: Document Cost: 0.00 | EMD: 643540.00 | Estimated Cost: 32177016.00
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
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EMD
643540.00 -
Document Cost
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Estimated Cost
32177016.00
BOQ Items Total Items : 205 | Total Qty : 94980.74
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Banking excavated earth by mechanical / manual means in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with 0.5 tonne roller, or wooden or steel ramnners, 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 etc., lead upto 50 m and for all lift: 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 | 590.24 | cum |
| 2 | Filling available excavated earth (excluding 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 and for all lif. | 248.1 | cum |
| 3 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 316.64 | cum |
| 4 | Supply and stacking of Fly ash conforming to IRC- 58 at site, including carriage, loading, unloading & stacking up to any lead (measured stacks will be reduced by 20% for payment). | 7.6 | cum |
| 5 | 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. | 7.6 | cum |
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