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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
₹30 L
EMD Value
₹60,000
Closing Date
27 Oct 2026, 6:00 pm
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_328288_1
Short e-NIT No. DGN/92 of 2026-27 Dated 15-10-2026
Open Tender
Civil Works
Percentage
60 days
Sector-B Sainik Colony Jammu
Please refer to e-NIT/SBD
3 documents required · 3 mandatory
₹600
Executive Engineer PWD RandB Division Gandhi Nagar
₹60,000
Jammu
15 Oct 2026
15 Oct 2026
28 Oct 2026
15 Oct 2026
27 Oct 2026
15 Oct 2026
19 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 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres. All kinds of soil. | 604.8 | Cum | 256.85 | ₹1,55,342.88 |
| 2 | Providing and laying of Stone wire crates laid in position and Hand packing stones in wire crates, including cost of crates. | 1,166.4 | Cum | 860 | ₹10,03,104 |
| 3 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. | 604.8 | Cum | 218.4 | ₹1,32,088.32 |
| 4 | Supply of stones | 991.44 | Cum | 903.31 | ₹8,95,577.67 |
| 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.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. | 33 | Cum | 8,734.85 | ₹2,88,250.05 |
| 6 | 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. | 658.83 | Sqm | 298.5 | ₹1,96,660.76 |
| 7 | 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. | 1,318.83 | Sqm | 56.1 | ₹73,986.36 |
| 8 | Engaging labour as per requirement at site. | 16 | Nos. | 553 | ₹8,848 |
| 9 | Engaging JCB as per requirement at site. | 12 | Hours | 1,000 | ₹12,000 |
| 10Carriage of material by Mechanical Transport including loading / unloading and stacking at site complete. | |||||
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BOQ • 0.23 MB
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