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Tender Value
₹49.4 L
EMD Value
₹98,740
Closing Date
31 Aug 2026, 6:55 pm3d left
Executive Engineer
Shalimar
Macadamisation of Internal Road at FoFy Rangil, SKUAST-K.
2026_SKUST_320645_1
E-NIT-40 of 2026-27
Open Tender
Civil Works - Roads
Percentage
60 days
FoFy Rangil, SKUAST-K
Please refer Tender documents.
5 documents required · 5 mandatory
₹2,000
Assistant comptroller
₹98,740
31 Aug 2026
12 Aug 2026
1 Sept 2026
12 Aug 2026
31 Aug 2026
14 Aug 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 | Providing 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 W.B.M. @ 0.75 Kg/sqm) | 4,454.74 | SQM | 74 | ₹3,29,650.76 |
| 2 | 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 | 334.1 | CUM | 1,972.3 | ₹6,58,945.43 |
| 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 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 ofgrade VG-30 @ 3.5% (percentage by weight of total mix) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. | 230.77 | CUM | 8,740.75 | ₹20,17,102.88 |
| 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 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. | 4,454.74 | SQM | 298.7 | ₹13,30,630.84 |
| 5 | Providing and laying6mm thick seal coat over prepared surface of road with bitumen heated in bitumen boiler fitted with the spray set spraying [email protected] kg/Sqm of bitumen of grade VG-10 including rolling and finishing with power road roller all complete | 4,454.74 | SQM | 134.85 | ₹6,00,721.69 |
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BOQ_1066814.xls
BOQ • 4.88 MB
Corrigendum.pdf
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ExtensionNotice01.pdf
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