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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.2 CrAdmitted-Finance | -22.50% | ₹1.2 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.2 Cr+₹9.2 L (8.00%)Admitted-Finance | -16.30% | ₹1.2 Cr+₹9.2 L (8.00%) | L2 | Admitted-Finance |
| 3 | L3₹1.3 Cr+₹10.0 L (8.68%)Admitted-Finance | -15.77% | ₹1.3 Cr+₹10.0 L (8.68%) | L3 | Admitted-Finance |
| 4 | L4₹1.4 Cr+₹21.9 L (19.0%)Admitted-Finance | -7.79% | ₹1.4 Cr+₹21.9 L (19.0%) | L4 | Admitted-Finance |
| 5 | L5₹1.4 Cr+₹26.1 L (22.6%)Admitted-Finance | -5.00% | ₹1.4 Cr+₹26.1 L (22.6%) | L5 | Admitted-Finance |
Tender Value
₹1.5 Cr
EMD Value
₹3.0 L
Closing Date
14 May 2026, 4:00 pmClosed
Xen PWD Division Nowshera
XEN PWD Division Nowshera
Road from Bareri to Dhanaka road
2026_PWDJK_309266_1
eNit 18 of 2026-27
Open Tender
Civil Works
Percentage
Nowshera
Please refer Tender documents.
3 documents required · 3 mandatory
₹3,000
Xen PWD Division Nowshera
₹3.0 L
XEN PWD Division Nowshera
22 May 2026
4 May 2026
15 May 2026
4 May 2026
14 May 2026
4 May 2026
6 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 | Scarifying the existing bituminous road surface to a depth of 50mm and disposal of scarified material within all lifts and lead upto 1 km (by mechanical means). | 2,700 | Sqm | 5.55 | ₹14,985 |
| 2 | Supplying and stacking of graded stone aggregate at site of size range. (Excluding Carriage) 63 mm to 45mm | 223 | Cum | 1,204.15 | ₹2,68,525.45 |
| 3 | Supplying and stacking at site stone screening of size (excluding carriage) 13.2 mm nominal size (Type A) | 33 | Cum | 1,204.15 | ₹39,736.95 |
| 4 | Supplying and stacking at site stone dust (excluding carriage) | 18 | Cum | 770 | ₹13,860 |
| 5 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening /binding material to fill up interstices of coarse aggregate, watering and compacting to the required density 63 mm to 45mm | 223 | Cum | 768.15 | ₹1,71,297.45 |
| 6 | 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 | 223 | Cum | 1,885.95 | ₹4,20,566.85 |
| 7Providing and applying tack coat using hot straight run bitumen of grade –VG-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleani preparing the existing road surface as per specifications. | |||||
| 7.1 | On W.B.M. @ 0.75 Kg/sqm. | 2,673 | Sqm | 74.35 | ₹1,98,737.55 |
| 7.2 | On bitumen surface @ 0.50 Kg/sqm. | 12,177 | Sqm | 55.2 | ₹6,72,170.4 |
| 8 | 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-10 @ 3.5% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity | 743 | Cum | 8,590.95 | ₹63,83,075.85 |
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