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Tender Value
₹80 L
EMD Value
₹1.6 L
Closing Date
25 Jun 2026, 4:00 pm4d left
Similar tender results from the same govt authority in the past 3 years.
Executive Engineer
PWD RnB Division Bhaderwah
Macadamization of Chobia link road in Km 1st to 4th (Double Lane) (Under City and Town Roads 2026-27)
2026_PWDJK_312913_6
e-NIT No. 47 of 2026-27 Dt. 18-06-2026
Open Tender
Civil Works
45 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
₹1.6 L
18 Jun 2026
18 Jun 2026
27 Jun 2026
18 Jun 2026
25 Jun 2026
18 Jun 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 toWBM 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.Including Supplying and stacking at site Graded crushed stone aggregate of size (53 mm to 22 mm) | - | Cum | 1 | - |
| 2Supplying and stacking at site Stone screening of size 11.2 mm nominal size (Type B) | |||||
| 3 | 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) | - | Sqm | 1 | - |
| 4Providing 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, cleaning and preparing the existing road surface as per specifications. On bitumen surface @ 0.50 Kg/sqm | |||||
| 5Providing 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. | |||||
| 62.5 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-10 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt. | |||||
| 7Providing 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. | |||||
| 8 | Painting road surface marking with adequate no. of coats to give uniform finish with read mixed road marking paint conforming to IS: 164, on bituminous surface in white/yellow shade including cleaning the surface of all dirt, scales, oil, grease and foreign material etc. complete. New work (Two or more coats) | - | Sqm | 1 | - |
| 9Carriage of Materials | |||||
| 9.01 | Stone aggregate above 40mm for an Avg. distance of 30 Kms by MT | - | Cum | 1 | - |
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