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Tender Value
₹10.0 L
EMD Value
₹19,980
Closing Date
28 Sept 2026, 6:00 pm6d left
Er Karanjeet Singh
Executive Engineer PWD RandB Division Gandhi Nagar Jammu
Please refer to BOQ
2026_PWDJK_325502_1
Short e-NIT No. DGN/76 of 2026-27 Dated 21-09-2026
Open Tender
Civil Works
Percentage
30 days
Lane No. 57 Greater Kailash Jammu
Please refer to e-NIT/SBD
3 documents required · 3 mandatory
₹600
Executive Engineer PWD RandB Division Gandhi Nagar
₹19,980
Jammu
21 Sept 2026
21 Sept 2026
29 Sept 2026
21 Sept 2026
28 Sept 2026
21 Sept 2026
24 Sept 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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. | 20.7 | Cum | 1,885.95 | ₹39,039.17 |
| 2 | 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-30 @ 3.5% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity. | 6.9 | Cum | 8,734.85 | ₹60,270.47 |
| 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 equip⁰ed 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- 30 @ 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. | 2,483.66 | Sqm | 298.5 | ₹7,41,372.51 |
| 4 | Providing and applying tack coat using hot straight run bitumen of grade–VG-30, 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 @ 0.75 Kg/sqm. | 138 | Sqm | 75.75 | ₹10,453.5 |
| 5 | Providing and applying tack coat using hot straight run bitumen of grade–VG-30, 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 bitumen surface @ 0.50 Kg/sqm. | 2,483.66 | Sqm | 56.1 | ₹1,39,333.33 |
| 6 | Engaging labour as per requirement at site. | 10 | Nos. | 553 | ₹5,530 |
| 7 | Engaging JCB as per requirement at site. | 3 | Hours | 1,000 | ₹3,000 |
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