}
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    • Tender For Construction Of Subgrade And Earthen ShouldersConstruction Of Subgrade And Earthen Shoulders WithApproved Material Obtained From Borrow Pits With AllLifts And Leads, Transporting To Site, Spreading, GradingTo Required Slope And Compact, Nadia-West Bengal

    Tender Notice

    52189076
    Tender For Construction Of Subgrade And Earthen ShouldersConstruction Of Subgrade And Earthen Shoulders WithApproved Material Obtained From Borrow Pits With AllLifts And Leads, Transporting To Site, Spreading, GradingTo Required Slope And Compact
    Tender
    Indian
    West Bengal
    Nadia
    25-11-2025

    Tender Details

    Tender for Construction Of Subgrade And Earthen Shoulders Construction Of Subgrade And Earthen Shoulders With Approved Material Obtained From Borrow Pits With All Lifts And Leads, Transporting To Site, Spreading, Grading To Required Slope And Compacted To Meet Requirement Of Table 300.2 With Lead Upto 1000 M As Per Technical Specification Clause 303.1 For Rural Roads Of Mord. (Borrow Pit /Pre Work Post Work Measurement) Ph-239,It-3.14 , Construction Of Sub Base Using Local Materials: Construction Of Sub Base Using Local Materials, Spreading In Uniform Layers With Motor Grader On Prepared Surface, Including Screening The Metal As ......E Wide On Each Side To Protect The Edges Complete As Per Clause 401 Of Specifications For Road & Bridge Works Of Mort&H (5Th Revision). (I) For Construction Of Sub Base By Compacting 1St Class Brick Aggregates (40 Down) And Sand (In Proportion Of 60:40). Pg-247,It-4-.09 , Supplying & Laying Polythene Sheet (150Gm/Sqm) Over Damp Proof Course Or Below Flooring Or Roof Terracing Or In Foundattion Or In Foundation Trenchse ,Pg-47,Item No-3 , Construction Of Un-Reinforced, Dowel Jointed, Plain Cement Concrete Pavement Over A Prepared Sub Base With Cement Content As Per Irc: 15-2011, Coarse And Fine Aggregate Conforming To Is 383, Maximum Size Of Coarse Aggregate Not Exceeding 25 Mm, Mixed In A Batch Mix Plant As Per Approved E, Sealant Primer, Joint..... Polysulphide Sealant, Debonding Strip, Dowel Bar, Tie Rod, Admixtures As Approved, Curing Compound, Finishing To Lines And Grades As Per Drawing And Clause 602 Of Specifications For Road & Bridge Works Of Mort&H (5Th Revision).3. The Characteristic Flexural Strength Of Concrete Shall Not Be Less Than 4.5 Mpa. Pg-264Item-6.02 A , Supplying Eucalyptus-Bullah Piles At Work Site, Including Dressing And Making One End Pointed. (Ii) 125Mm Diameter Pg-334,It-18.18 , Labour For Driving Sal-Bullah / Eucalyptus Bullah Piles By Monkey In Sorts Of Soil Including Hoisting And Placing Piles In Position,

    Key Value

    Document Fees
    Refer document
    EMD
    INR 97000.0 /-
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    Tender Value
    INR 48.53 Lakhs /-

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