Tender For Construction Of Dry Rubble Flooring At Cross Drainage Works For Relatively Less Important Works. ... in India
Tender Notice
TenderID
108465085
Tender Brief
Tender For Construction Of Dry Rubble Flooring At Cross Drainage Works For Relatively Less Important Works. , Providing And Laying Pitching On Slopes Laid Over Prepared Filter Media Including Boulder Apron Laid Dry In Front Of Toe Of Embankment Compl
Tender for Construction Of Dry Rubble Flooring At Cross Drainage Works For Relatively Less Important Works. , Providing And Laying Pitching On Slopes Laid Over Prepared Filter Media Including Boulder Apron Laid Dry In Front Of Toe Of Embankment Complete As Per Drawing And Technical Specifications. I. Stone/Boulder , Providing And Laying Of Boulder Apron Laid In Wire Crates Made With 4Mm Dia Gi Wire Conforming To Is: 280 & Is:4826 In 100Mm X 100Mm Mesh (Weaved Diagonally) Including 10 Per Cent Extra For Laps And Joints Laid With Stone Boulders Weighing Not Less Than 40 Kg Each. , Weaving Wire Mattress As Directed With Wire Of 4Mm Dia. And Making Sausage Crate Of Required Shape After Tying All Intersections Including Joining Longitudinal Ends, Closing Ends Of Sausage, Carriage Of Wire To Site Of Work Complete In All Respect As Per Direction Of The Engineer-In-Charge Including Cost Of Supply Of G.I. Wire. (With 100Mm X 100Mm Mesh.) , Filling Properly The Empty Sausage Crates With Boulders Of Any Size & Shape With Hand Packing After Preparation Of Bed Of Placement, Placing The Crate In Position, Carriage Of Boulders From Road Stacks With A Lead Upto 150M Etc. Complete In All Respect Including Stitching The Rest Of The Crate With Wire (Passage For Filling Boulders) After Filling Up The Crate With Boulders And Launching The Crate In Position If Necessary And As Directed By The Engineer-In Charge. [Rate Provided Is Exclusive Of The Cost Of Stone Boulders And Sausage Crate] , Construction Of Embankment With Approved Material Obtained From Borrow Pits With A Lift Upto 1.5 M, Transporting To Site, Spreading, Grading To Required Slope And Compacting To Meet Requirement Of Tables 300.1 And 300.2 With A Lead Upto 1000 M As Per Technical Specification Clause 301.5 For Rural Roads Of Mord. (Mode Of Measurement: Pre Works And Post Works) (E) Carriage Up To Total Lead Of 5.0 Km. , Gst @ 18%(Cgst 9% + Sgst 9%) Of Above , Labour Welfare Cess@1%
Contact Information
Contact Person
EXECUTIVE ENGINEER, ASANSOL HIGHWAY DIVISION
Address
EXECUTIVE ENGINEER, ASANSOL HIGHWAY DIVISION. World Bank NH Campus (Behind Asansol Girls College), Asansol 713 304
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