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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.9 LAdmitted-Finance | -3.66% | ₹2.9 L | L1 | Admitted-Finance |
| 2 | L2₹3.0 LAdmitted-Finance | -1.00% | ₹3.0 L | L2 | Admitted-Finance |
Tender Value
Refer Docs
Closing Date
26 Feb 2026, 6:00 pmClosed
Executive Engineer PWD(RandB) Div Khour
Executive Engineer PWD(RandB) Div Khour
Removal of Pot Holes on link road Jogi Basti at Dori. under Pot Holes Programme 2025-26 (3RD Call)
2026_PWDJK_303918_1
Fresh Short e-NIT No. 56 of 2025-2026/Khour Dated 19-02-2026
Open Tender
Civil Works
30 days
KHOUR
Please refer Tender documents.
2 documents required · 2 mandatory
₹600
Executive Engineer PWD(RandB) Div Khour
Yes
Executive Engineer PWD(RandB) Div Khour
7 Mar 2026
19 Feb 2026
27 Feb 2026
20 Feb 2026
26 Feb 2026
20 Feb 2026
24 Feb 2026
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 / base course 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 applying tack coat using bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface and cleaning with mechanical broom.On W.B.M. /W.M.M. @ 0.4 Kg/sqm.
2.5 cm premix carpet surfacing with 2.25cum and 1.12 cum of stone chippings of 13.2 mm and 11.2mm size respectively 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 laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG-30 bitumen per cum of fine aggregate and 0.60 cumof fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete
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