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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹3.4 LAdmitted-Finance | -26.77% | ₹3.4 L | L1 | Admitted-Finance |
| 2 | L2₹3.6 LAdmitted-Finance | -23.11% | ₹3.6 L | L2 | Admitted-Finance |
| 3 | L3₹3.9 LAdmitted-Finance | -18.00% | ₹3.9 L | L3 | Admitted-Finance |
Tender Value
₹4.7 L
EMD Value
₹9,400
Closing Date
6 Feb 2026, 6:00 pmClosed
Er. Sanjeev Sharma
XEN PWD Akhnoor
BOQ
2026_PWDJK_300735_5
e-NIT No. 59 of 2025-26 Dated 15-01-2026
Open Tender
Civil Works
30 days
Akhnoor
NIT
2 documents required · 2 mandatory
₹600
XEN PWd Akhnoor
₹9,400
14 Feb 2026
16 Jan 2026
7 Feb 2026
16 Jan 2026
6 Feb 2026
16 Jan 2026
Providing and laying river bed material including carriage, levelling with labour complet job(without rolling with power road roller)
Providing and laying water bound macadam wuth specified stone aggregate,stone screening and binding material,including sorting spreading to template and consolidation with power road roller 8 to 10 tonne capacity 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 / basecourse 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
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.16.63.1 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.
2.5 cm premix carpet surfacing with 2.25cum and 1.12 cum of stone chippings of 13.2 mm and 11.2mm sizerespectively 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 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.
wbm surface
On bitumen surface @ 0.50 Kg/sqm.
Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg ofbitumen 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
Engagement of JCB for surface dressing/dressing of berms and drain clearance
Carriage of material 25 km
stone agg below 40mm
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