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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹51.5 LAdmitted-Finance | -32.90% | ₹51.5 L | L1 | Admitted-Finance |
| 2 | L2₹57.1 LAdmitted-Finance | -25.56% | ₹57.1 L | L2 | Admitted-Finance |
Tender Value
₹76.8 L
EMD Value
₹1.5 L
Closing Date
23 Feb 2026, 6:00 pmClosed
ER VIJAY KUMAR
EXECUTIVE ENGINEER PWD (RnB) DIVISION SAMBA
Please refer to BOQ
2026_PWDJK_303042_19
78 of 2025-26 dated 14-02-2026
Open Tender
Civil Works
90 days
Samba
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,500
EXECUTIVE ENGINEER PWD (RnB) DIVISION SAMBA
₹1.5 L
EXECUTIVE ENGINEER PWD (RnB) DIVISION SAMBA
1 Apr 2026
16 Feb 2026
24 Feb 2026
16 Feb 2026
23 Feb 2026
16 Feb 2026
18 Feb 2026
Supply and laying of River Bed Materials including leveling, dressing, watering & consolidation in layer 20cm in depth each layer consolidated with power road roller of minimum 8 tonne capacity incl. carriages complete
Providing / laying water bound macadam with specified stone aggregate stone screening and binding material including screening, sorting, spreading to template and consolidation with power road roller 8 to 10 tonne capacity etc. complete. Base course with 63mm to 45mm size including stone screenings 13.2mm size ( 150mm thick ) with all leads and lift carriage complete.
Providing/ Laying water bound macadam with specified stone aggregate stone screening and binding material including screening, sorting, spreading to template and consolidation with power road roller of 8 to 10 tonne capacity etc. complete . Base course with 53mm to 22.4mm size including stone screenings 11.2 mm size ( 75mm thick ) with all leads and lift carriage complete.
Hand-packing stones in wire-crates of mechanical woven double and twisted , hexagonal wire mesh gabion zinc coated mesh type 100 x120mm mesh wiere dia 2.70mm salvage wire dia 3040mm lacing wire dia 2.20mm ( as per national / international standards crate size 6 x1.2 x1.2mtr including cost of crates and stones with all leads and lifts carriage complete.
Providing and laying non-pressure of specified class R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete. Non-pressure NP-3 class (Medium duty) R.C.C. pipes, 1200 mm dia. R.C.C. pipe (laying by manual/mechanical means)
Providing and laying 30 mm th. 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.30 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 .incl. Tack Coat etc. Complete Job.
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