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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹15.0 LAdmitted-Finance | -0.01% | ₹15.0 L | L1 | Admitted-Finance |
| 2 | L2₹15.0 LAdmitted-Finance | +0.00% | ₹15.0 L | L2 | Admitted-Finance |
Tender Value
₹15 L
EMD Value
₹30,000
Closing Date
14 May 2026, 6:00 pmClosed
Er Karanjeet Singh
Executive Engineer PWD RandB Divison Gandhi Nagar Jammu
Please refer to BOQ
2026_PWDJK_309497_1
Fresh Short e-NIT No. DGN/11 of 2026-27 Dated 07-05-2026 (4th Call)
Open Tender
Civil Works
30 days
Doongian Panjpeer Jammu
Please refer to e-NIT/SBD
3 documents required · 3 mandatory
₹600
Executive Engineer PWD RandB Divison Gandhi Nagar
₹30,000
Jammu
15 May 2026
7 May 2026
15 May 2026
7 May 2026
14 May 2026
7 May 2026
9 May 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. | 40 | Cum | 1,885.95 | ₹75,438 |
| 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. | 20 | Cum | 8,734.85 | ₹1,74,697 |
| 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. 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. | 1,600 | Sqm | 298.5 | ₹4,77,600 |
| 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. | 400 | Sqm | 75.75 | ₹30,300 |
| 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. | 1,600 | Sqm | 56.1 | ₹89,760 |
| 6 | 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. | 57.6 | Cum | 256.85 | ₹14,794.56 |
| 7 | Providing and laying of Stone wire crates laid in position and Hand packing stones in wire crates, including cost of crates. | 336.96 | Cum | 860 | ₹2,89,785.6 |
| 8 | 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. | 57.6 | Cum | 218.4 | ₹12,579.84 |
| 9 | Supply of stones | 286.26 | Cum | 903.31 | ₹2,58,581.52 |
| 10 | Engaging labour as per requirement at site. | 7 | Nos. | 553 | ₹3,871 |
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