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Providing And Laying 40 Mm Thick ( Compacted ) Premix Carpet Surfacing With 2.25 Cum And 1.12 Cum Of Stone Aggregates Of 13.2 Mm And 11.2 Mm Size Respectively Per 100 Sqm. And 52 Kg And 56 Kg Of Hot Bitumen Per Cum Of Stone Chippings With Paving Aspha-Bihar

Reserve Bank Of India has published Providing And Laying 40 Mm Thick ( Compacted ) Premix Carpet Surfacing With 2.25 Cum And 1.12 Cum Of Stone Aggregates Of 13.2 Mm And 11.2 Mm Size Respectively Per 100 Sqm. And 52 Kg And 56 Kg Of Hot Bitumen Per Cum Of Stone Chippings With Paving Aspha. Submission Date for this Tender is 26-03-2020. Road Work Tenders in Bihar. Bidders can get complete Tender details and download the document.




Tender Notice

23879097
Providing And Laying 40 Mm Thick ( Compacted ) Premix Carpet Surfacing With 2.25 Cum And 1.12 Cum Of Stone Aggregates Of 13.2 Mm And 11.2 Mm Size Respectively Per 100 Sqm. And 52 Kg And 56 Kg Of Hot Bitumen Per Cum Of Stone Chippings With Paving Aspha
Tender
Indian
Bihar
26-03-2020

Tender Details

Providing And Laying 40 Mm Thick ( Compacted ) Premix Carpet Surfacing With 2.25 Cum And 1.12 Cum Of Stone Aggregates Of 13.2 Mm And 11.2 Mm Size Respectively Per 100 Sqm. And 52 Kg And 56 Kg Of Hot Bitumen Per Cum Of Stone Chippings With Paving Asphalt 80 / 100, Coarse Sand 0.6 Cum Per 100 Sqm. And 128 Kg Bitumen Of Grade 80 / 100 Per Cum Of Sand Heated And Then Mixed With Solvent At The Rate Of 70 Grams Per Kg. Of Asphalt, Mixed The Filler, Stone Aggregate And Bitumen In Hot Mix Plant, Transporting The Mixed Material By Tippers To Paver And Laying The Mixed Material With Paver Finisher Fitted With Electronic Sensing Device To The Required Level And Grade Over A Tack Coat With Hot Straight In Bitumen Including Consolidation With Road Roller Of To 10 Tonne. Before Laying Of Bituminous Surface The Rates Shall Include For Removal Of Debris Out Of The Premises, Etc. All Complete As Per The Directions Of Engineerincharge. ( Tack Coat To Be Paid Separately In Item No.2 ) Providing And Laying Seal Coat Of 6Mm Thick Premixed Fine Aggregate ( Passing 2.36 Mm And Retained On 180 Micron Sieve ) With Bitumen Using 128 Kg Of Bitumen Of Grade Vg 10 Bitumen Per Cum Of Fine Aggregate And 0.60 Cum Of Fine Aggregate Per 100 Sqm Of Road Surface, Including Rolling And Finishing With Road Roller All Complete, Complete As Per Direction Of Engineer ? In ?Charge And Accordance With Applicable Specifications. Tack Coat To Be Paid Separately In Item No.2 ) Providing And Applying 2.5 Mm Thick And Of Required Width Road Marking Strips ( Retro ? Reflective ) Of Specified Shade / Colour Using Hot Thermoplastic Material By Fully / Semiautomatic Thermoplastic Paint Applicator Machine Fitted With Profile Shoe, Glass Beads Dispenser, Propane Tank Heater And Profile Shoe Heater, Driven By Experienced Operator On Road Surface Including Cost Of Materials, Labours, T & P, Cleaning The Road Surface Of All Dirt, Seals , Oil, Grease And Foreign Materials, Etc. Complete As Per Direction Of Engineer

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