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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.3 CrAccepted-Finance | ₹8.3 Cr | L1 | Accepted-Finance ok |
| 2 | L2₹8.4 CrAccepted-Finance | ₹8.4 Cr | L2 | Accepted-Finance ok |
| 3 | L3₹8.5 CrAccepted-Finance 21 JHAMRI 151 JHAMRI JHAMRI ROHTAK HARYANA 124142 UDYAM HR 07 0030314 | JHAJJAR | HARYANA | 124142 | ₹8.5 Cr | L3 | Accepted-Finance ok |
| 4 | L4₹8.5 CrAccepted-Finance | ₹8.5 Cr | L4 | Accepted-Finance ok |
| 5 | L5₹8.6 CrAccepted-Finance N A | NA | NA | 121004 | ₹8.6 Cr | L5 | Accepted-Finance ok |
Tender Value
₹9.1 Cr
EMD Value
₹18.1 L
Closing Date
3 Feb 2026, 3:00 pmClosed
EXECUTIVE ENGINEER CD IX IFC DEPTT SECTOR 15 ROHIN
EXECUTIVE ENGINEER CD IX IFC DEPTT SECTOR 15 ROHINI DELHI 85
Providing Bituminous Surface on right bank of Mungeshpur drain from RD 23412m to RD 15850m.
2026_IFC_285573_1
EE/CD-IX/NIT/92/2025-26
Open Tender
Civil Works
180 days
Delhi
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹18.1 L
4 Feb 2026
24 Jan 2026
3 Feb 2026
24 Jan 2026
3 Feb 2026
24 Jan 2026
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-rolling 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
Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30
Supplying and stacking at site. Stone screening 13.2 mm nominal size (Type A)
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 aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher requiped 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 specificatons 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 equiped 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. 40/50 mm 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.
Painting road surface marking with adequate nos of coats to give uniform finish with ready mixed road marking paint conforming to IS : 164, on bituminous surface in white/yellow shade, including cleaning the surface of all dirt, scales, oil, grease and foreign material etc. complete. New work (Two or more coats)
Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.
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