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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹4.0 LAdmitted-Finance | -15.11% | ₹4.0 L | L1 | Admitted-Finance |
| 2 | L2₹4.6 L+₹52,297.52 (13.0%)Admitted-Finance | -4.10% | ₹4.6 L+₹52,297.52 (13.0%) | L2 | Admitted-Finance |
| 3 | L3₹4.7 L+₹62,272.52 (15.4%)Admitted-Finance | -2.00% | ₹4.7 L+₹62,272.52 (15.4%) | L3 | Admitted-Finance |
Tender Value
₹4.8 L
EMD Value
₹9,500
Closing Date
21 May 2026, 4:00 pmClosed
Executive Engineer PWD Division Poonch
Executive Engineer PWD Division Poonch
Macadamization of Main road Khanater to Tanda 50mm thick BM,25mm thick OGPC Seal Coat in Patches
2026_PWDJK_309555_5
e-NIT No.13/2026-27 dated 08-05-2026
Open Tender
Civil Works
Percentage
30 days
Poonch
Please refer Tender documents.
3 documents required · 3 mandatory
₹600
Yes
Executive Engineer PWD Division Poonch
₹9,500
Yes
30 May 2026
8 May 2026
22 May 2026
8 May 2026
21 May 2026
8 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 | 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 : | 71.53 | Cum | 256.85 | ₹18,373.51 |
| 2 | Supplying and stacking at site
Graded crushed stone aggregate of size
53 mm to 22.4 mm | 6.75 | Cum | 1,204.15 | ₹8,128.01 |
| 3 | Stone Screening of size
11.2 mm nominal size (Type B) | 1.08 | Cum | 1,204.15 | ₹1,300.48 |
| 4 | 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. | 6.75 | Cum | 768.15 | ₹5,185.01 |
| 5 | Providing and applying tack coat using bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface and cleaning with mechanical broom. With rapid setting bitumen emulsion.On W.B.M. /W.M.M. @ 0.4 Kg/sqm. | 525 | Sqm | 30.9 | ₹16,222.5 |
| 6 | 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 Batch Type Hot Mix Plant of 100-120 TPH capacity. | 26.3 | Cum | 8,596.8 | ₹2,26,095.84 |
| 7 | 2.5 cm premix carpet surfacing with 2.25cum and 1.12 cum of stone chippings of 13.2 mm and 11.2mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and
11.2 mm size respectively including a tack coat with hot straight run bitumen including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately).With paving Asphalt grade VG-30 with no solvent | 525 | Sqm | 268.15 | ₹1,40,778.75 |
| 8 | Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG-10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete. | 525 | Sqm | 101.4 | ₹53,235 |
| 9 | Berm dressing of Shoulder of Good earth Filling Including consolidation with heavy road roller & all carriages Complete. | 13.5 | Cum | 281.3 | ₹3,797.55 |
| 10Carriage of material by M.T incl loading/unloading & stacking complete | |||||
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