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NTID 46367605
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💬 Talk to Our Bidding ExpertConstruction Of Road From Nh-3 in Garhwa - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Construction Of Road From Nh-3" in Garhwa, India.
- Opening Date : Sat 29th August, 2026
- Closing Date : Thu 27th August, 2026
- ₹ 77760600.00
- NTID 46367605
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
1556000.00 -
Document Cost
10000.00 -
Estimated Cost
77760600.00
BOQ Items Total Items : 41 | Total Qty : 114661.202
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Clearing Grass and Removal of Rubbish Clearing Grass and Removal of Rubbish up to distance of 30m outside the periphery of the area as per technical Specifiction Clouse 201. By manual Means | 1.3 | Ha |
| 2 | Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.) (By Mechanical Means In area of light jungle) | 1.3 | Ha |
| 3 | Dismantling of Cement Concrete Pavment Dismantling of Cement Concrete Pavment by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stack piling at designated location and disposal of dismantled materials up to a lead of 1000 meter, staking serviceable and unserviceable materials separately | 50.78 | M3 |
| 4 | Compacting Orignal Ground Loosening Levelling and Compacting orignal ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150mm mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per technical Specification Clouse 301.4.1 | 6415.65 | M3 |
| 5 | Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2) | 42930.83 | M3 |
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