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NTID 44680187
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💬 Talk to Our Bidding ExpertConstruction Of Pcc Approach R in Latehar - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Construction Of Pcc Approach R" in Latehar, India.
- Opening Date : Sat 11th April, 2026
- Closing Date : Thu 9th April, 2026
- ₹ 2220300.00
- NTID 44680187
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
44500.00 -
Document Cost
5000.00 -
Estimated Cost
2220300.00
BOQ Items Total Items : 57 | Total Qty : 2133.56
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Ayushman Approach Road Moarwai Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil item A) and disposal of exacvated earth as obtained to a distance up to 50M. Including all lifts levelling, ramming the foundation trenches removing rools of tree shurbs all complete as per approved desing building specification and direction of E/I. Extra work for earthwork in hard soil as per specification and direction of E/I. (vide classification of soil item B) | 102.04 | M3 |
| 2 | Providing coarse celan sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150 thick with all lead and lifs including cost of all materials, labour, royality and taxes all complete as per building specification and direction of E/I.(mode of measurement compacted volume) | 25.51 | M3 |
| 3 | providing designation 75A one brick edge soling joint filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I. | 83.64 | M2 |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1 :3 (1 Cement: 1 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) | 68.37 | M3 |
| 5 | Filling in foundation trenches and plinth in layers not exceeding 150mm, thick well waterd, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation trenches withing a lead of 50 m and lift of 1.5M all complete as per building specification and direction of E/I. ( mode of measurement compacted volume) | 17.01 | M3 |
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