Public Works Department Tender

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The PWD has issued a formal invitation for competitive bids for the Public Works Department project, for 1) Repair/rehabilitation Of Cc Road Dhariyawad Parsola Sabla Road Km 22/0 To 23/00 (at Panchayat Hq Parsola) in Udaipur, Rajasthan, with an estimated contract value of Rs. 55,00,000. The bid opening date for this tender is 16-02-2025 and the last date for bid submission is 18-02-2025. Interested bidders for Public Works Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.

Public Works Department - PWD Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date16 Feb 2025
Closing Date18 Feb 2025
Tender Amount₹ 55,00,000 
Notes
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Costs

  • EMD

    ₹ 1,10,000
  • Document Cost

    ₹ 1,000
  • Tender Fee

    ₹ 1,500

Description

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Providing, laying and spreading of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401. By Mix in Place Method Grading-III

120.43

442

53230.06

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Providing, laying, spreading and compacting crushed graded stone aggregate as per Table 400-10 & 400.11 to Wet Mix Macadam specifications including premixing the Material with water to OMC in mechanical mixer (Pug mill) as per design mix, carriage of mixed Material by tipper to site laying in uniform layers, with motor grader/F.E. loader/Paver Finisher, in sub-base/base course on a well prepared under-base and compacting with Vibratory Roller to achieve the desired density including lighting, guarding, barricading and maintenance of Driversion etc. (MoRTH specification : Clause 406). with all lead & lift

454.97

1236

562342.92

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Dry lean cement concrete sub - base. Construction of dry lean cement concrete 1:3:6 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

281.01

2851

801159.51



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