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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.0 LAccepted-Finance | ₹5.0 L | L1 | Accepted-Finance L1 |
Tender Value
₹5 L
EMD Value
₹10,000
Closing Date
23 Mar 2026, 6:00 pmClosed
Executive Enigneer
pwd division udhampur
Chanse road to Badyal Mohalla (Under Pot Holes 2025-26)
2026_PWDJK_306042_3
ENIT 166 of 2025-26 dated 12.03.2026
Open Tender
Civil Works
30 days
Udhampur
Please refer Tender documents.
2 documents required · 2 mandatory
₹600
Executive Engineer PWD Division Udhampur
₹10,000
27 Apr 2026
12 Mar 2026
24 Mar 2026
13 Mar 2026
23 Mar 2026
13 Mar 2026
Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m in -All kinds of soil.
Supplying and stacking at site Graded crushed stone aggregate of size 63 mm to 45 mm
Supplying and stacking at site Graded crushed stone aggregate of size 53 mm to 22.4 mm
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.
Supplying and stacking at site Stone screening of size 13.2 mm nominal size type A
Supplying and stacking at site Stone screening of size 11.2 mm nominal size type B
Supplying and stacking at site crusher dust
Providing 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.
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 Drum Type Hot Mix Plant of 60-90 TPH capacity
2.5 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-30 with no solvent
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-30 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
Carriage of materials by Mech. Transport including loading, unloading and stacking at site complete.
Sand avg. distance 40 km by MT
Stone below 40 mm for avg. distance 16 km by MT
Stone above 40 mm for avg. distance 16 km by MT
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