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NTID 43983359
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💬 Talk to Our Bidding ExpertRestoration And Renewal Of Roa in Jaipur - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Restoration And Renewal Of Roa" in Jaipur, India.
- Opening Date : Mon 9th March, 2026
- Closing Date : Wed 4th March, 2026
- ₹ 30986000.00
- NTID 43983359
Key Values: Document Cost: 1000.00 | EMD: 619720.00 | Estimated Cost: 30986000.00
Tender Description
Restoration And Renewal Of Road Cut Done By Phed For Laying Pipe Line At Janpath, Shyam Nagar To Gurjar Ki Thadi Via New Sanganer Road In Ward No. 50 And 53, Zone-5, Jda, Jaipur
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
619720.00 -
Document Cost
1000.00 -
Estimated Cost
30986000.00
BOQ Items Total Items : 16 | Total Qty : 192149.8
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Pavement milling (cold planning, asphalt milling, or profiling) of existing all kinds of bituminous surfaces (Mastic, DBM, BC, SDBC, SMA, PMC etc.) with specially designed equipment up to the specified depth of bituminous layer as per designed level & grade, including disposal of milling material with all lead (minimum 20 km from site) and lift complete as per specification. The surface shall be free of bumps, ruts, and other imperfections including the arrangement of traffic diversion if required. Milling material recovered, shall be loaded directly onto trucks/trolleys from the milling machine & shall be the property of the contractor. The milled road surface shall be swept clean prior to opening to traffic. The milling machine is power-operated, self-propelled, and self-sufficient in power, traction, and stability to remove a thickness of BT surface to a specified depth. The machine should be able to provide a uniform profile and cross slope, and capable of accurately and automatically establishing profile grades along each edge of the machine by referencing from the existing pavement without damaging the bottom CC surface if any. The machine should have an automatic system for controlling grade elevation and cross slope etc. | 1795.500 | Cum |
| 2 | Excavation in Cutting in Soil Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 2655.000 | Cum |
| 3 | Carriage of material from quarry / crusher to work site including loading, unloading and stacking all complete. Earth, Sand, Lime, Morrum manure or sludge. For 20 Km. | 2655.000 | 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 MoRD Specification Clause 401. For Grading I Material. | 1180.000 | 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 400.11 & 400.12 and MoRD Specification Clause 406. By Mechanical Means with all lead. | 1475.000 | Cum |
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