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    Balance Work For Rectification in Ravangla - Complete Tender Details

    Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Balance Work For Rectification" in Ravangla, India.

    national highways infrastructure and development corporation ltd

    Ravangla, Sikkim, India

    NTID 44363099

    • Opening Date : Thu 2nd April, 2026
    • Closing Date : Wed 1st April, 2026
    • ₹ 2700238.00
    • NTID 44363099
    Key Values: Document Cost: 11800.00 | EMD: 54005.00 | Estimated Cost: 2700238.00

    Tender Description

    Balance Work For Rectification Of Damages Caused To Bituminous Pavement And Road Side Drain For Laying Of Phed Pipelines In Connection With The Project Work Of Ravangla Tunnel, Pkg-iii (design Chainage From Km 32.500 To Km 33.600) Of Nh-510 - Balance Work For Rectification Of Damages Caused To Bituminous Pavement And Road Side Drain For Laying Of Phed Pipelines In Connection With The Project Work Of “construction Of 2-lane Specification Road With Paved Shoulder Including Tunnel (300 M) At Rabongla On Nh-510 (singtam-tarku-rabongla-legship-gyalshing) Package-iii (design Chainage From Km 32.500 To Km 33.600) Under Sardp-ne Phase- ‘a’ On The Epc Basis In The State Of Sikkim”, Under Jurisdiction Of Pmu-gyalshing, Nhidcl On Percentage Rate Contract Basis In The State Of Sikkim.

    Documents

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    • Document-1

      721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf

    • Document-2

      721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf

    Costs

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    BOQ Items Total Items : 10 | Total Qty : 3412.37

    # Item Quantity Units
    1 Compacting original ground supporting subgrade (Loosening of the ground upto a level of500 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of table 300-2 for subgrade construction.) 458.250 CUM
    2 GSB -Plant Mix Method (Construction of granular sub-base by providing the 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 ) (iii) For Grading-III Material 160.900 CUM
    3 Wet Mix Macadam (Providing, laying, spreading and compaction graded stone agrregate 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, layin in uniform layers with pave in sub-base /base course on well prepared surface and compacting with vibratory roller to achieve the desired density.) 201.130 CUM
    4 Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate shown in 500-1 using mechanical means.) ii) Medium Porosity 804.500 SQM
    5 Tack coat (Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at required rate on the prepared bituminous/granular surface cleaned with mechanical broom.) i) Normal Bituminous Surface 804.500 SQM
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