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NTID 44578863
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💬 Talk to Our Bidding ExpertConstruction Of 500 Bedded Wor in Dhanbad - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Construction Of 500 Bedded Wor" in Dhanbad, India.
- Opening Date : Fri 10th April, 2026
- Closing Date : Thu 9th April, 2026
- ₹ 0.00
- NTID 44578863
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
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EMD
2220000.00 -
Document Cost
11800.00 -
Estimated Cost
Refer Documents
BOQ Items Total Items : 810 | Total Qty : 43248
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Earth Work in excavation in Foundation Trenches in Ordinary soil (vide classification of soil item -B) and disposal of excavated earth as obtained to a distance upto 50 M including all lift, leveling ramming the foundation trenches, removing roots of tree shrubs all complete as per approved design, building specification and direction of E/I | 4,374.63 | Cum |
| 2 | Extra for earth work in hard soil as per specification & direction of engineer in charge (Vide classification of soil item B) | 2,334.04 | Cum |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50 m and lift up to 1.5m, as directed by Engineer-in-Charge. | 1,510.63 | Cum |
| 4 | Earth filling in foundation trenches and plinth in layer not exceeding 150mm thick will watered rammed fully compacted and fine dressed with earth obtained from excavation of foundation trenched with a lead of 50mm and lift of 1.5M all complete as per building specification and direction of E/I. (Mode of measurement compacted volume). | 4,126.02 | Cum |
| 5 | Providing coarse clean local SAND IN FILLING in foundation trenches or in plinth including ramming and watering in layer not exceeding 150 mm thick with all leads and 1.5 M lifts including cost of all materials, labours, royalty and taxes all complete as per building specification and direction of Engineer In charge | 494.05 | Cum |
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