Tender For Upgrd. Of Shaloora Panzgam Road (Balance Portion) By Way Of Providing And Laying Of Wet Mix Macadam (Wmm) , 50Mm Thick Bm And 25Mm Thick Semidense Bituminous Concrete With 6Mm Thick Seal Coat., Panzgam-Jammu And Kashmir
TDR : 37724152
Tender Notice
BOQ
Expired
Panzgam
Jammu And Kashmir
Tender For Upgrd. Of Shaloora Panzgam Road (Balance Portion) By Way Of Providing And Laying Of Wet Mix Macadam (Wmm) , 50Mm Thick Bm And 25Mm Thick Semidense Bituminous Concrete With 6Mm Thick Seal Coat.
Name of Work: Upgrd. of Shaloora Panzgam road (Balance Portion) by way ofProviding and LayingofWet Mix Macadam (WMM) , 50mm thick BM and 25mm thick Semidense Bituminous Concrete with 6mm thick seal coat.
Sl. No.
Item Description
1
Scarifying the existing bituminousroad surface and disposalof Scarifying material incl. allleads andlefts complete
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 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
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.On WBM/WMM @ 0.75 Kg/sqm
4
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.On BM Surface
5
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
6
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 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.
7
Providing and laying 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 andfinishing with road all complete.
8
These estimated rates are exclusive of 18% GST. However the GST @18% shall be paid on gross amount excluding labour cess proportionately.
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