Irrigation Department Tender
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Irrigation Department Tender
Civil And Construction
Road Construction
Eprocure
Opening Date26 Feb 2024
Closing Date4 Mar 2024
Tender Amount₹ 25,75,000
Costs
EMD
₹ 51,500Document Cost
₹ 1,154Tender Fee
Refer Documents
Summary
Construction Of Bitumen Approach Road At Vrb And Drb Between Km. 7.000 To Km. 14.800 Of Surauli Dy. System. (lot-05)
Description
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Contact
Tender Id
2024_UPIDC_904728_5Bid Award Id
ViewTender No
07/EE/2023-24Tender Authority
Irrigation Department ViewPurchaser Address
-Website
http://http://idup.gov.in/
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Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam, Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With Smooth Wheel Roller 80-100 Kn In Stages To Proper Grade And Camber, Applying And Brooming, Stone Screening/ Binding Materials To Fill-Up The Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density Grading Ii As Per Technical Specification Clause 405
119.93
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Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With Smooth Wheel Roller 80-100 Kn In Stages To Proper Grade And Camber, Applying And Brooming, Stone Screening To Fill-Up The Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density Grading Iii As Per Technical Specification Clause 405.
119.93
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Providing And Applying Primer Coat With Bitumen Emulsion (Ss-1) On Prepared Surface Of Granular Base Including Cleaning Of Road Surface And Spraying Primer At The Rate Of 0.70 Kg/Sqm Using Mechanical Means As Per Technical Specification Clause 502
490.75
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Providing And Applying Tack Coat With Bitumen Vg-10 Using Emulsion Distributor At The Rate Of 0.30 Kg Per Sqm On The Prepared Granular Surfaces Treated With Primer & Cleaned With Hydraulic Broom As Per Technical Specification Clause 503.
490.75
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Providing, Laying And Rolling Of Open-Graded Premix Carpet Of 20 Mm Thickness Composed Of 13.2 Mm To 5.6 Mm Aggregates Either Using Penetration Grade Bitumen Or Emulsion To Required Line, Grade And Level To Serve As Wearing Course On A Previously Prepared Base, Including Mixing In A Suitable Plant, Laying And Rolling With A Three Wheel 80-100 Kn Static Roller Capacity, Finished To Required Level And Grades To Be Followed By Seal Coat Of Either Type A As Per Technical Specification Clause 508.
490.75
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Providing And Laying Seal Coat Sealing The Voids In A Bituminous Surface Laid To The Specified Levels, Grade And Cross Fall Using Type C, As Per Technical Specification Clause 510
490.75
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