Empowering Indian businesses in the procurement ecosystem since 2012
| Tender ID | 5002306 |
|---|---|
| Organisation Name | Public Works Department |
| Tender Brief | Corrigendum : Macdamization Of Inner Links Dangiwacha |
| Last Date For Submission | 29th Jul, 2026 |
| Opening Date | 30 Jul, 2026 |
| Document Cost | 1100.00 |
|---|---|
| EMD | 78540.00 |
| Estimated Cost | 3927000.00 |
| City | Baramulla |
|---|---|
| State | Jammu and Kashmir |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Providing, laying, spreading and compacting graded stone aggregate (size range 53mm to 0.075mm) 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 and lifts, laying in uniform layers with mechanical paver. Finished 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-chargeincl incl all carriage,head load,cost of material ,laboratory tests etc complete | 273.750 | cum |
| 2 | 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 WBM/WMM @ 0.75 Kg/sqm. incl all carriage,head load,cost of material etc complete | 3650.000 | Sqm |
| 3 | 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. including all carriages. | 182.500 | Cum |
| 4 | 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. including all carriages | 3650.000 | Sqm |
| 5 | 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 and finishing with road Rollar all complete. including all carriages | 3650.000 | Sqm |
4 Days Left