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Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Tender Value
₹25.7 L
EMD Value
₹51,440
Closing Date
10 Oct 2026, 5:55 pmDue tomorrow
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Executive Engineer
Shalimar
Upgradation of Internal Roads by Way of Wet Mix, Bituminous Macadum and Semi Dense Under Strengthening and Macadamization of Campus Roads (CAPEX) at FoA Wadura, SKUAST-K.
2026_SKUST_325019_1
E-NIT-52 of 2026-27
Open Tender
Civil Works - Roads
Percentage
15 days
FoA Wadura, SKUAST-K
Please refer Tender documents.
5 documents required · 5 mandatory
₹2,000
Assistant comptroller
₹51,440
10 Oct 2026
17 Sept 2026
12 Oct 2026
17 Sept 2026
10 Oct 2026
18 Sept 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, 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 | 161.28 | CUM | 1,885.95 | ₹3,04,166.02 |
| 2 | 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 per specification, complete and as per directions of Engineer-in-Charge. 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 Batch Type Hot Mix
Plant of 100-120 TPH capacity. | 2,475 | SQM | 298.7 | ₹7,39,282.5 |
| 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 of
grade VG-30 @ 3.5% (percentage by weight of total mix) prepared in
Batch Type Hot Mix Plant of 100-120 TPH capacity | 124 | CUM | 8,740.75 | ₹10,83,853 |
| 4 | 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. | 2,475 | SQM | 101.4 | ₹2,50,965 |
| 5 | Providing and applying tack coat with bitumen of grade – VG-10. On W.B.M. @ 0.75 Kg/sqm. | 225 | SQM | 74.35 | ₹16,728.75 |
| 6 | Providing andlaying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:4:8 (1ceent:4coarsesand8gradedstoneaggregate20mm | 34 | CUM | 5,202.9 | ₹1,76,898.6 |
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