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NTID 45201491
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💬 Talk to Our Bidding ExpertRenovation Of The Vedji Ki Tap in FATEHPUR-Raj - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Renovation Of The Vedji Ki Tap" in FATEHPUR-Raj, India.
Public Works Department
FATEHPUR-Raj, Rajasthan, India
NTID 45201491
- Opening Date : Tue 26th May, 2026
- Closing Date : Mon 25th May, 2026
- ₹ 1100000.00
- NTID 45201491
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
22000.00 -
Document Cost
500.00 -
Estimated Cost
1100000.00
BOQ Items Total Items : 19 | Total Qty : 9878.345
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Clearing and Grubbing Road Land Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRTH Specification Clause 201. By Mechanical Means In area of thorny jungle | 0.220 | Hectare |
| 2 | Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per MoRTH Specification Clause 305.4.3 | 303.750 | Sqm |
| 3 | Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300-1 and 300-2 with a lead upto 50 m as per MoRTH Specification Clause 305.3 | 722.655 | Cum |
| 4 | Granular Sub-base with Well Graded Material (Table 400-1) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRTH Specification Clause 401. For Grading III Material | 108.000 | 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 mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400-12 & 400-13 and MoRTH Specification Clause 406 By Mechanical Means with a lead of 1 Km. | 455.630 | Cum |
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