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Tender Value
₹30 L
EMD Value
₹60,000
Closing Date
10 Aug 2026, 4:00 pm
Executive Engineer
PWD RnB Division Bhaderwah
Macadamization of Malothi to Panjgrian Km 1st to Km 2nd and approach Jathi Nalla and Chilli Nallaha (Under City and Town Roads 2026-27) (2nd Call)
2026_PWDJK_318282_1
e-NIT No. 67 of 2026-27 Dt. 28-07-2026
Open Tender
Civil Works
Percentage
30 days
Bhaderwah
These documents are to be submitted as non-sensitive document from my document area of bidder
3 documents required · 3 mandatory
₹600
Executive Engineer
₹60,000
28 Jul 2026
28 Jul 2026
11 Aug 2026
28 Jul 2026
10 Aug 2026
28 Jul 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 | 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. G-II | 1 | Cum | 1 | ₹1 |
| 2 | Supplying and stacking at site Graded crushed stone aggregate of size 63 mm to 45 mm | 1 | Cum | - | - |
| 3Supplying and stacking at site Stone screening of size 11.2 mm nominal size (Type B) | |||||
| 4 | Supplying and stacking at site Good Earth | 1 | Cum | - | - |
| 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. G-III | - | Cum | 1 | - |
| 6Supplying and stacking at site Graded crushed stone aggregate of size 53 mm to 22.4 mm | |||||
| 7Supplying and stacking at site Stone screening of size 11.2 mm nominal size (Type B) | |||||
| 8Supplying and stacking at site Good Earth | |||||
| 9Providing 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 medium setting bitumen emulsion On W.B.M. /W.M.M. @ 0.4 Kg/sqm. | |||||
| 10Providing 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. | |||||
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