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Description

Upgradation Of Road From Sumbal Singhpora Main Road To Ganie Mohalla And Allied Links By Way Of P/l 75mm Thick Wmm, 50 Mm Thick Bituminous Macadam, 25 Mm Thick Semi Dense Finished With 6mm Thick Seal Coat Machine Mix Laid With Paver

Tendering Authority: Public Works Department

India, Jammu and Kashmir, Sumbal

NTID

29344975

Last Date For Submission

06 Oct, 2022

Closing Date

06 Oct, 2022

BOQ Items Total Items : 6 | Total Qty : 3726
# Item Quantity Units
1 supply, stacking, filling of Nalla muck/ quarry muck to specified lines, grades and cross sections incl watering, levelling to camber and consolidation by PRR 8-10 Tonne Capacity of Road Roller incl carriages of materials from source to site of work complete job 22.00 Cum
2 Providing, laying, spreading and compacting graded stone aggregate (sizerange 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 81.00 Cum
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 W.B.M. @ 0.75 Kg/sqm. Including carriage. 1186.00 Sqm
4 Providing and laying bituminuous macadam using crusher stone aggrigate of specified grading premixed with bituminous binder, transported to site by tippers layed over a previously prepared surface with paver finish equipped with electronic sensor to the requird grade, lavel and allignment and rolling with smooth weeled, vibratory and tendom rollers as per specification to achieve the desired compaction and density, complete as per specification and directions of engineer incharge, 50 to 100 mm average compacted thickness with bitumin upgrade VG-10 @ 3.5%( percentage by weight of total mix) prepared in Drum Type hot mix plant of 60-90 TPH capacity incld. all carriages Complete. 65.00 Cum
5 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 incl. carriages Complete. 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. 1186.00 Sqm
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