}
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    • Tender For Or Phase Ii On Nh-202 Under National Highways Division-Iii, Tuensang Nagaland During 2022-23 Volume Iii -Granular Sub-Base With Close Graded Materialby Mix In Place Method (Construction Of Granular Sub-Base By Providing Close Gradedmaterial, , kohima-Nagaland

    Ministry Of Road Transport And Highways has published Tender For Or Phase Ii On Nh-202 Under National Highways Division-Iii, Tuensang Nagaland During 2022-23 Volume Iii -Granular Sub-Base With Close Graded Materialby Mix In Place Method (Construction Of Granular Sub-Base By Providing Close Gradedmaterial, . Submission Date for this Tender is 02-01-2023. Road cleaning Tenders in kohima Nagaland. Bidders can get complete Tender details and download the document.




    Tender Notice

    35412565
    Tender For Or Phase Ii On Nh-202 Under National Highways Division-Iii, Tuensang Nagaland During 2022-23 Volume Iii -Granular Sub-Base With Close Graded Materialby Mix In Place Method (Construction Of Granular Sub-Base By Providing Close Gradedmaterial,
    Open Tender
    Indian
    Nagaland
    Kohima
    02-01-2023

    Tender Details

    Or Phase Ii On Nh-202 Under National Highways Division-Iii, Tuensang Nagaland During 2022-23 Volume Iii -Granular Sub-Base With Close Graded Materialby Mix In Place Method ( Construction Of Granular Sub-Base By Providing Close Gradedmaterial, 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 ) Grade I 2 Water Bound Macadam ( Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Wbm Specification I / C Spreading In Uniform Thickness, Hand Packing, Rolling With Three Wheel Steel / Vibratory Roller 8-10 Tonnes In Stages To Proper Grade And Camber, Applying And Brooming Requisite Type Of Screening / Binding Materials To Fill Up The Interstices Of Coarse Aggregates, Water And Compacting To Required Density ) 3 Surface Drains In Soil ( Construction Of Unlined Surface Drain Of Average Cross Sectional Area 0.4 Sqm In Soil To Specified Lines, Grades, Levels And Dimensions To The Requirement Of Clause 301 And 309. Excavated Material To Be Used In Embankment Within A Lead Of 50 Metres ( Average Lead 25 Metres ) B. Manual Means

    Key Value

    Document Fees
    Refer document
    EMD
    INR 51000.0 /-
    Tender Value
    Refer document
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