Complete Tender Details

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Tendering Authority: Public Works Department
Tender ID4595036
Organisation NamePublic Works Department
Tender BriefCorrigendum : Improvement Upgradation Of Link Road Form Pmgsy Road To Khati Mohalla Poshkar Via Pdc Canal By Way Of Macadamization Under Cnt Machine Mix Laid With Paver
Last Date For Submission29th Jun, 2026
Opening Date30 Jun, 2026
Cost
Document Cost1100.00
EMD58291.00
Estimated Cost2914599.00
Location
CitySrinagar
StateJammu and Kashmir

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BOQ Items
#ItemQtyUnits
1Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50m and lift upto 1.5 m in -All kinds of soil.832.20Sqm
2Providing and Laying in Layers of not more than 20mm depth Nallah Muck/ Nallah Bed Material/ Quarry Muck Including sorting, spreading, watering and consolidation with PRR 8-10 tonne Including all Lifts and carriage complete (Max stone size not to exceed 150mm in any Direction) All Complete Job.10.00Cum
3Providing, 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.208.05Cum
4Providing 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.M.M. surface using Tar @ 0.75 Kg/sqm.2774.00Sqm
5Providing and laying 50mm 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.138.70Cum
29th Jun, 2026

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