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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.2 CrAdmitted-Finance | -10.50% | ₹1.2 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.3 CrAdmitted-Finance | -4.00% | ₹1.3 Cr | L2 | Admitted-Finance |
| 3 | L3₹1.3 CrAdmitted-Finance | -2.77% | ₹1.3 Cr | L3 | Admitted-Finance |
| 4 | L4₹1.3 CrAdmitted-Finance | -2.00% | ₹1.3 Cr | L4 | Admitted-Finance |
| 5 | L4₹1.3 CrAdmitted-Finance | -2.00% | ₹1.3 Cr | L4 | Admitted-Finance |
Tender Value
₹1.3 Cr
EMD Value
₹2.7 L
Closing Date
26 Feb 2026, 3:00 pmClosed
Executive Engineer (CD-VII)
Civil Division VII IFCD Rohini Office Complex Sector 15 Rohini Delhi.
Restoration of existing road from Maan School near Kheda Drain to UER-II at village Holambi Khurd School in Distt. North, Delhi.
2026_IFC_287223_1
EE/CD-VII/NIT/2025-26/100
Open Tender
Civil Works
180 days
Civil Division VII IFCD Rohini Office Complex Sect
Please refer Tender documents.
7 documents required · 7 mandatory
₹0
₹2.7 L
2 Mar 2026
18 Feb 2026
26 Feb 2026
18 Feb 2026
26 Feb 2026
18 Feb 2026
Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material within all lifts and lead upto 1km (by mechanical means).
Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re- olling the sub grade and disposal of surplus earthwith lead upto 50 metres.
Supplying and stacking at site. 90 mm to 45 mm size stone aggregate.
Supplying and stacking at site. 63 mm to 45 mm size stone aggregate.
Supplying and stacking at site. 53 mm to 22.4 mm size stone aggregate.
Supplying and stacking at site. Stone screening 13.2 mm nominal size (Type A).
Supplying and stacking at site. Stone screening 11.2 mm nominal size (Type B).
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
Providing and applying tack coat using hot straight run bitumen of grade VG - 10 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 applying tack coat using hot straight run bitumen of grade VG - 10 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 bituminous surface @ 0.50 Kg / sqm.
Providing and laying bituminous macadam using crushed stone aggregate 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 @ 3.50% (percentage by weight of total mix) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.
Providing and laying 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. 40/50mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch type Hot Mix Plant of 100-120 TPH capacity.
Providing and laying seal coat over prepared surface of road with bitumen heated in bitumen boiler fitted with the spray set spraying using 98 kg of bitumen of grade VG - 10 and blinding surface with 0.90 cum of stone aggregate of 6.7 mm size (Passing 11.2 mm sieve and retained on 2.36 mm sieve) per 100 sqm of road surface, including rolling and finishing with power road roller all complete.
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