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NTID 44408119
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Inquiry NowConstruction Of Pcc Road From in Garhwa - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Construction Of Pcc Road From " in Garhwa, India.
- Opening Date : Mon 23rd March, 2026
- Closing Date : Fri 20th March, 2026
- ₹ 4450800.00
- NTID 44408119
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
90000.00 -
Document Cost
5000.00 -
Estimated Cost
4450800.00
BOQ Items Total Items : 24 | Total Qty : 8145036.5838
| # | 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 | 0.0900 | Ha |
| 2 | Clearing and Grubbing Road Land Clearing and Grubbing Road Land including uprooting wild vegetation grass bushes, shrubs, spalings and trees of grith upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and staking of serviceable material to be used or auctioned up to lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness. as per technical Specifiction Clouse 201. By Machanical Means | 0.0900 | Ha |
| 3 | 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 | 371.2500 | M3 |
| 4 | 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) | 2498.2200 | M3 |
| 5 | Granular Sub-base with Close Graded Material (Table:- 400-1) By Mix in Place Method (Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401) for grading-I Material | 226.1300 | M3 |
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