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Corrigendum Construction Wor, Champawat - Tender Details
Explore tender information for Corrigendum Construction Wor in Champawat, including eligibility, deadlines, and bid specifics.
MD Uttarakhand Agriculture Produce Marketing Board Rudrapur
Champawat, Uttarakhand, India
NTID 39259533
Opening Date : Tue 4th March, 2025
Closing Date : Tue 4th March, 2025
- ₹ 30510000.00
- NTID 39259533
Corrigendum : Construction Work Of Dr. Bhimrao Ambedkars Statue And Bhawan At Champawat.
Documents
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721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
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721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
Costs
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EMD
610000.00 -
Document Cost
4720.00 -
Estimated Cost
30510000.00
BOQ Items Total Items : 266 | Total Qty : 70636.88
# | 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. | 465.75 | cu.m |
2 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. | 110.94 | cu.m |
3 | 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. | 136.39 | Sqm |
4 | 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 . | 290.95 | cu.m |
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 irection of Engineer -in - charge. | 8.88 | cu.m |
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