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NTID 45200716
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💬 Talk to Our Bidding ExpertConstruction And Maintenance O in MEDININAGAR - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Construction And Maintenance O" in MEDININAGAR, India.
PRADHAN MANTRI GRAM SADAK YOJANA
MEDININAGAR, Jharkhand, India
NTID 45200716
- Opening Date : Mon 25th May, 2026
- Closing Date : Mon 25th May, 2026
- ₹ 61277500.00
- NTID 45200716
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
1232000.00 -
Document Cost
10000.00 -
Estimated Cost
61277500.00
BOQ Items Total Items : 150 | Total Qty : 109318.329
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Details | ||
| 2 | 1. L025-RCD Salatuwa to katting korwa tola , Length-0.60 Km. Package no JH17MARS104-Setting Out Pillars Providing & Fixing of Bench Mark Pillars @ four nos per km as per drawings given and direction of E/I | 1.000 | Per/Km |
| 3 | Clearing and Grubbing Road Land ( By manual means) including uprooting wild vegetation , grass ,bushes ,shrubs , saplings and trees of girth upto 300mm , removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification - clause 201.1 and direction of E/I | 0.540 | Ha |
| 4 | Compacting Original Ground :-- Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, 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 Clause 301.4.1. | 840.000 | cum |
| 5 | Construction of subgrade and earthen shoulders with lead 250m to 500 m:-- Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with free lead as per Technical Specification Clause 303.1. Avg width = (10.20 +7.50/2) | 2295.000 | cum |
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