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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹23.3 LAccepted-Finance | ₹23.3 L | L1 | Accepted-Finance L1 |
| 2 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹24.3 L
EMD Value
₹48,540
Closing Date
15 Apr 2026, 6:00 pmClosed
Executive Enigneer
pwd division udhampur
Ritti Kothi road (Under UT Capex Permanent Restoration)
2026_PWDJK_307382_1
Fresh ENIT 06 of 2026-27 dated 06.04.2026 3rd call
Open Tender
Civil Works
45 days
Udhampur
Please refer Tender documents.
2 documents required · 2 mandatory
₹600
Executive Engineer PWD Division Udhampur
₹48,540
4 Jun 2026
6 Apr 2026
16 Apr 2026
7 Apr 2026
15 Apr 2026
7 Apr 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 |
|---|---|---|---|---|---|
| 1Scarifying 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) | |||||
| 2Supplying and stacking at site Graded crushed stone aggregate of size 63 mm to 45 mm | |||||
| 3Supplying and stacking at site Graded crushed stone aggregate of size 53 mm to 22.4 mm | |||||
| 4Laying, 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. | |||||
| 5Supplying and stacking at site Stone screening of size 11.2 mm nominal size type B | |||||
| 6Supplying and stacking at site crusher dust | |||||
| 7Supplying and stacking at site good earth | |||||
| 8Providing and applying tack coat using hot straight run bitumen of grade – VG-30, 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. | |||||
| 9Providing & 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 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 mm average compacted thickness with bitumen of grade VG-30 @3.5% (percentage by weight of total mix) prepared in Drum type Hot mix plant of 60-90 TPH capacity. | |||||
| 102.5 cm premix carpet surfacing with 2.25 cum and 1.12 cum of stone chippings of 13.2 mm and 11.2 mm 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 | |||||
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BOQ_997268.xls
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