Tender For Special Repair Of Shankarganj Durgaganj To Narharpur Link Road ; 2 Providing, Laying, Spreading And Compacting Stone Aggregates Of 53-22.4 Mm Sizes To Water Bound Macadam G-3 Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With 3 Wheeled Steel / Vibratory Roller 80-100 Kn In Stages To Proper Grade And Camber, Applying And Brooming Requisite Type-B Of Screening / Binding Materials To Fill Up The Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density For Grading 3 As Per Mord Specification.405Incluidng Labour Cess, Royalty. Quarry From Shankargarh ( Excluding Gst ) 3 Providing And Applying Tack Coat With Bitumenusing Bitumen Vg-10, Pressure Distributor @ 0.30 Kg / Sqm.On The Prepared Bitumin Surface Cleaned With Hydralic Broom, As Per Mord Specification 503 ( Excluding Gst ) 4 Providing, Laying And Rolling Of Open - Graded Premix Surfacing Of 20 Mm Compacted Thicknesswith 13.2 Mm Crushed Stone Grit@ 0.18Cum / 10Sqm And 11.2 Mm Size Crushed Stone Grit @ 0.09Cum / 10Sqm From Approved Quarry And Bitumen @ 1.46Kg / Sqmto Required Line, Grade And Level To Serve As Wearing Course On A Previously Prepared Base, Also Mixing In A Suitable Plant Or By Mixall, Laying And Rolling With A Smooth Wheeled Roller 8-10Tonne Capacity, Finished To Required Level And Grades, Including Cost Of Material, Labour, Plant, Machinery And T&P. Complete As Per Mord Specification No.508 ( Ii ) .Including The Cost Of Bitumenvg-10, Labour, T&P Royalty Etc. Quarry From Dala ( Excluding Gst ) 5 Providing And Laying Seal Coat Type-C Sealing The Voids In A Bituminous Surface Laid To The Specified Levels, Grade And Cross Fall Using 6.7 Mm Crushed Stone Grit @ 0.09Cum / 10Sqm From Approved Quarry And Bitumen / Emulsion @0.65Kg / Sqm Including Cost Of Material, Labour, Plant, Machinery, Mixall And T&P. Complete As Per Mord Specification No.510 ( Ia ) .Including The Cost Of Bitumenvg-10, Labour, T&P Royalty Etc. Quarry From Dala ( Excluding Gst ) 6 Construction Of Un-Reforced, Dowel Jointed At Expension And Construction Joint Only, Plain Cement Concrete Pavement, Thickness As Per Desingn, Over A Prepared Sub Base, With 43 Grade Cement Or Any Other Type As Per Clause 1501-2.2 M30 Grade, Coarse And Fine Aggregate Conforming To Is 383 Macadam Size Of Coarse Aggregate Not Exceeding 25Mm Mixed In A Concretee Mixer Of Not Less Than 0.2 Cum Capacity And Appropriate Weigh Batcher Using Approved Mix Design, Laid In Approved Fixed Side Formwork ( Steel Channel, Laying And Fixing Of 125 Micron Thick Polthene Film, Wedges, Steel Plates Including Leveliing The Formwork As Per Drawing ) , Spreading The Concrete With Showels, Rakes, Compacted Using Needle, Screed And Plate Vibrators And Finished In Continuous Operation Including Provisiion Of Contraction And Expansion, Construction Joints, Applying, Deboinding Strips, Primer Sealant, Dowel Bars, Near Approaches To Bridge / Culvert And Construction Joints Admixtures As Approved, Curing Of Concrete Slabs For 14-Days Curing Compound Where Specifed And Water Finishing To Lines And Grade As Per Drawing And Technical Specification On Clause 1501
