Tender For Satmani Ladden Balance Portion., chadoora-Jammu And Kashmir

Tender For Satmani Ladden Balance Portion.- Supplying And Stacking At Site Graded Crushed Stone Aggregate Of Size 63 Mm To 45 Mm Size. 2 Supplying And Stacking At Site Stone Screening 13.2Mm Size. 3 Supplying And Stacking Of Moorum 4 Laying, Spreading And Compacting Stone Aggregate Of Specified Sizes To Wbm Specifications In Uniform Thickness, Hand Picking, Rolling With 3 Wheeled Road / Vibratory Roller 8-10 Tonne Capacity In Stages To Proper Grade And Camber, Applying And Brooming Requisite Type Of Screening / Binding Material To Fill Up Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density. 5 Providing, Laying, Spreading And Compacting 75Mm Thick Graded Stone Aggregate ( Size Range 53 Mm To 0.075 Mm ) To Wet Mix Macadam ( Wmm ) Specification Including Premixing The Material With Water At Omc In Mechanical Mix Plant, Carriage Of Mixed Material By Tipper To Site, For All Leads & Lifts, Laying In Uniform Layers With Mechanical Paver Finisher In Sub- Base / Base Course On Well Prepared Surface And Compacting With Vibratory Roller Of 8 To 10 Tonne Capacity To Achieve The Desired Density, Complete As Per Specifications And Directions Of Engineer-In-Charge 6 Providing And Applying Tack Coat Using Hot Straight Run Bitumen Of V.G 10 Gradeincluding Heating The Bitumen Spraying The Bitumen With Mechanically Operated Spray Unit Fitted On Bituminous Boiler Cleaning & Preparing Theexisting Road Surface As Per Specifictions Including All Carriage Complete On Wbm Surface @ .75 Kg / Sqm. 7 Providing And Laying Bituminous Macadam Using Crushed Stone Aggregates Of Specified Grading Premixed With Bituminous Binder, Transported To Site By Tippers, Laid Over A Previously Prepared Surface With Paver Finisher Equipped With Electronic Sensor To The Required Grade, Level And Alignment And Rolling With Smooth Wheeled, Vibratory And Tandem Rollers As Per Specifications To Achieve The Desired Compaction And Density, Complete As Per Specifications And Directions Of Engineer-In-Charge 50 To 100 Mm Average Compacted Thickness With Bitumen Of Grade Vg-10 @ 3.5% ( Percentage By Weight Of Total Mix ) Prepared In Drum Type Hot Mix Plant Of 60-90 Tph Capacity 8 Providing And Laying Semi- Dense Bituminous Concrete Using Crushed Stone Aggregates Of Specified Grading, Premixed With Bituminous Binder And Filler, Transporting The Hot Mix To Work Site By Tippers, Laying With Paver Finisher Equiped With Electronic Sensor To The Required Grade, Level And Alignment And Rolling With Smooth Wheeled, Vibratory And Tandem Rollers To Achieve The Desired Compaction And Density As Per Specification, Complete And As Per Directions Of Engineer-In-Charge. Including All Carriages 25Mm Compacted Thickness With Bitumen Of Grade Vg-10 @ 5% ( Percentage By Weight Of Total Mix ) And Lime Filler @2% ( Percentage By Weight Of Aggregate ) Prepared In Drum Type Hot Mix Plant Of 60-90 Tph Capacity. 9 Providing And Laying 6Mm Thick Seal Coat Of 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 All Complete 10 Carriage Of Materials From Source To Site Of Work By Mt 11 Stone Aggregets63mm - 45Mm Foran Average Lead Of 30 Kms. 12 Stone Screening And Moorum For An Average Lead Of 20 Kms.

INR 600 /-

INR 28000.0 /-

INR 14 Lakhs /-