Tender For Advettized Rate List/Bill Of Qunatity For Macadamization Of Main Roads Of Headquarters Along With Main Market With Allied Links By Way Of 75 Thick Wmm, 25 Mm Thick Semidense ,50 Mm Thick Bitiminous Macadam And 6Mm Thick Irc Type Seal Coat., Sopore-Jammu And Kashmir
TDR : 55581937
Tender Notice
BOQ
4 Days Left
Sopore
Jammu And Kashmir
Tender For Advettized Rate List/Bill Of Qunatity For Macadamization Of Main Roads Of Headquarters Along With Main Market With Allied Links By Way Of 75 Thick Wmm, 25 Mm Thick Semidense ,50 Mm Thick Bitiminous Macadam And 6Mm Thick Irc Type Seal Coat.
Name of Work:- Advettized Rate list/Bill of Qunatity for Macadamization of Main Roads of Headquarters along with Main Market with allied links by way of 75 thick WMM, 25 mm thick semidense ,50 mm thick Bitiminous Macadam and 6mm thick IRC type seal coat………………….Advertized Cost Rs.38.91 Lacs
Sl. No.
Item Description
1
Scarifying the existing bituminous road surface to a depth of 50mm anddisposal of scarified material within all lifts and lead upto 1 km (by mechanical means).
2
Providing, laying, spreading and compacting 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 byMechanical transport 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, incld all carriages from source upto the site of work complete job.
3
Providing and applying tack coat using hot straight run bitumen of grade – VG-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications. including all carriages, On W.B.M. @ 0.75 Kg/sqm incld all carriages.
4
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 finisherequipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as perspecifications 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 incld all carraige.
5
Providing and laying semi- dense Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binderand filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped 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.25 mm 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 incld all carriages.
6
Providing and laying seal coat of premixed fine aggregate (passing 2.36mm and retained on 180 micron sieve) with bitumen using 128 kg ofbitumen of grade VG-10 bitumen per cum offine aggregate and 0.60 cumof fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete incld all carriages. Please Enable Macros to View BoQ information
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