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NTID 47272046
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💬 Talk to Our Bidding ExpertConstruction Of Pqc And Rcc Dr in Garhwa - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Construction Of Pqc And Rcc Dr" in Garhwa, India.
- Opening Date : Fri 13th November, 2026
- Closing Date : Thu 12th November, 2026
- ₹ 52010586.00
- NTID 47272046
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
1041000.00 -
Document Cost
11800.00 -
Estimated Cost
52010586.00
BOQ Items Total Items : 18 | Total Qty : 24494.38
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Dismantling of flexible pavements and disposal of dismantled materials upto a leadof 1000 metres, stacking serviceable unserviceable and materials separately. Bituminous courses. | 3920 | Cum |
| 2 | Dismantling of flexible pavements and disposal of dismantled materials upto a leadof 1000 metres, stacking serviceable and unserviceable materials separately. Granular courses. | 1540 | Cum |
| 3 | Excavation for road work in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and tranporting to the embankment location within all lifts and lead upto 1000 m | 762 | Cum |
| 4 | 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 front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.For Grading v materials | 1934 | Cum |
| 5 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. | 1106 | Cum |
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