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Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Tender Value
₹4.8 L
EMD Value
₹9,680
Closing Date
21 Oct 2026, 6:00 pm3d left
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Er Karanjeet Singh
Executive Engineer PWD RandB Division Gandhi Nagar Jammu
Please refer to BOQ
2026_PWDJK_328265_1
Short e-NIT No. DGN/91 of 2026-27 Dated 15-10-2026
Open Tender
Civil Works
Percentage
30 days
Shiv Temple Sainik Colony Jammu
Please refer to e-NIT/SBD
3 documents required · 3 mandatory
₹600
Executive Engineer PWD RandB Division Gandhi Nagar
₹9,680
Jammu
15 Oct 2026
15 Oct 2026
22 Oct 2026
15 Oct 2026
21 Oct 2026
15 Oct 2026
17 Oct 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 water bound macadam with specified stone aggregate screening and binding material including screening, sorting to template and consolidation with power road roller 80-100 KN capacity. Base course with 63mm – 45mm size including screening 13.20mm size in two layers of 75mm thick (consolidated) each. | 69.3 | Cum | 2,237.2 | ₹1,55,037.96 |
| 2 | 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. | 69.3 | Cum | 1,885.95 | ₹1,30,696.33 |
| 3 | 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. | 462 | Sqm | 75.75 | ₹34,996.5 |
| 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 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. | 462 | Sqm | 298.5 | ₹1,37,907 |
| 5Carriage of material by Mechanical Transport including loading / unloading and stacking at site complete. | |||||
| 5.1 | Stone agg. above 40mm size for an avg. lead of 10 Kms. | 69.3 | Cum | 303.34 | ₹21,021.46 |
| 5.2 | Stone agg. / Sand for an avg. lead of 10 Kms. | 15.55 | Cum | 279.04 | ₹4,339.07 |
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