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| Tender ID | 4898187 |
|---|---|
| Organisation Name | Pradhan Mantri Gram Sadak Yojana |
| Tender Brief | Corrigendum : Permanent Restoration(sasci-ii) Of Work Of Pmgsy Budgam Namely Nagam Gogjipathri Nilnag Road, Package No.jk0254. |
| Last Date For Submission | 21st Jul, 2026 |
| Opening Date | 22 Jul, 2026 |
| Document Cost | 2600.00 |
|---|---|
| EMD | 279520.00 |
| Estimated Cost | 13976000.00 |
| City | Budgam |
|---|---|
| State | Jammu and Kashmir |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Nagam -Gogipathri- Nilnag Road Package No:- JK02-054 | ||
| 2 | Pavement | ||
| 3 | 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.16.64.2A 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. | 20625.00 | SQM |
| 4 | 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 all complete. | 20625.00 | SQM |
| 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.16.63.2 A 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. | 103.10 | Cum |
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