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NTID 39822082
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Rennovation Of Bitumious Road , Simdega - Tender Details
Explore tender information for Rennovation Of Bitumious Road in Simdega, including eligibility, deadlines, and bid specifics.
- Opening Date : Fri 4th April, 2025
- Closing Date : Thu 3rd April, 2025
- ₹ 6247000.00
- NTID 39822082
Key Values: Document Cost: 10000.00 | EMD: 124940.00 | Estimated Cost: 6247000.00
Tender Description
Rennovation Of Bitumious Road In Fatimah Masjid To Kumbatoli In Ward No 18 Under Nagar Parishad Simdega
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
124940.00 -
Document Cost
10000.00 -
Estimated Cost
6247000.00
BOQ Items Total Items : 19 | Total Qty : 12100.27
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Dismantling of Flexible Pavements (Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately) (I) By Mechanical Means (A) Bituminous courses | 189.10 | Cum |
| 2 | Earth work in excavation in foundation trenches in ordinary soil (vide classification of soil item -A) and disposal of excavated earth as obtained to a distance upto 50 M including all lift, leveling ramming the foundation trenches, removing roots of tree shrubs all complete as per approved design, building specification and direction of E/I | 137.25 | Cum |
| 3 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts &leads, transporting to site, spreading grading to required slop and compacted to meet requirement of table no. 300-2 | 465.00 | Cum |
| 4 | Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse 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) (i) for grading- I Material | 183.00 | Cum |
| 5 | Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.) With Vibratory Roller | 91.50 | Cum |
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