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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹5.0 LAdmitted-Finance | -3.00% | ₹5.0 L | L1 | Admitted-Finance |
| 2 | L1₹5.0 LAdmitted-Finance | -3.00% | ₹5.0 L | L1 | Admitted-Finance |
Tender Value
₹5.2 L
EMD Value
₹10,360
Closing Date
14 Mar 2026, 1:00 pmClosed
XEN R AND B DIVISION KATRA
XEN R AND B DIVISION KATRA
BOQ
2026_PWDJK_305657_1
Fresh-e-NIT No. 60 of 2025-26 Dt. 09-03-202
Open Tender
Civil Works
7 days
KATRA
NIT
2 documents required · 2 mandatory
₹600
Yes
XEN R AND B DIVISION KATRA
₹10,360
Yes
16 Mar 2026
9 Mar 2026
14 Mar 2026
9 Mar 2026
14 Mar 2026
9 Mar 2026
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.
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 bitumen surface @ 0.50 Kg/sqm.
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 Drum Type Hot Mix Plant of 60-90 TPH capacity.
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