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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹62.6 LAdmitted-Finance | -16.54% | ₹62.6 L | L1 | Admitted-Finance |
| 2 | L2₹63.2 LAdmitted-Finance | -15.79% | ₹63.2 L | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | - | Rejected-Technical documents are not acceptable |
Updated dates
Tender Value
₹75 L
EMD Value
₹1.5 L
Closing Date
26 May 2026, 5:20 pmClosed
Executive Engineer PWD(RandB) Division Satwari
Office of the Executive Engineer PWD(RandB) Division Satwari
Macadamizaion of Parking Area (Pahalgam) at Yatri Niwas Bhagwati Nagar, Jammu 2026
2026_PWDJK_310092_1
Short e-NIT No. 11 of 2026-27 Dated 16-05-2026
Open Tender
Civil Works
30 days
Satwari
As per eNIT
2 documents required · 2 mandatory
₹1,500
Executive Engineer PWD(RandB) Division Satwari
₹1.5 L
Satwari
30 May 2026
16 May 2026
27 May 2026
16 May 2026
26 May 2026
16 May 2026
18 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 | Supply and Laying of River Bed Material of maximum size 75mm including Levelling, dressing, watering and consolidation in layer 20cm in depth each layer consolidation with power road roller of manimum 8 ton capacity complete job. Including carriage | 41.56 | Cum | 395 | ₹16,416.2 |
| 2 | Providing laying, spreading and compacting graded stone aggregate (Size range from 53mm to 0.075mm) to wet mix macdam specification including premixing the materialwith water at OMC in mechanical mixing plant, carriage of mixed material by tipper to site, for all leads and lifts, laying in uniform layer with mechanical paver finisher in sub base/base course on perpared surface and compacting with vibrtatory roller of 8-10 tones capacity toachive the desired density,complete asper the specifications. | 333 | Cum | 1,885.95 | ₹6,28,021.35 |
| 3 | 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 repared 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 | 499.5 | Cum | 8,734.85 | ₹43,63,057.58 |
| 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 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 | 6,660 | Cum | 298.5 | ₹19,88,010 |
| 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 W.B.M. @ 0.75 Kg/sqm. | 6,660 | sqm. | 75.75 | ₹5,04,495 |
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