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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAccepted-Finance | ₹1.2 Cr | L1 | Accepted-Finance L1 |
| 2 | L2₹1.2 CrRejected-Finance 11 13 7 TASKAND ROAD CIVIL LINES PRAYAGRAJ | ₹1.2 Cr | L2 | Rejected-Finance L2 |
| 3 | L3₹1.4 CrRejected-Finance | ₹1.4 Cr | L3 | Rejected-Finance L3 |
Tender Value
₹1.9 Cr
EMD Value
₹3.7 L
Closing Date
26 May 2026, 5:00 pmClosed
GM(P)
YAMUNA EXPRESSWAY INDUSTRIAL DEVELOPMENT AUTHORITY
C/o 100mtr wide Road Both Side Main Carriageway (Ch. 780.00mtr to 1050.00mtr) Between Sector-24 and 24A, in YEIDA. WC-04
2026_YEIDA_1147670_8
YEA/GM(PROJECT)/2026/501 DT-08/05/2026
Open Tender
Civil Works
Fixed-rate
279 days
YAMUNA EXPRESSWAY INDUSTRIAL DEVELOPMENT AUTHORITY
Please refer Tender documents.
5 documents required · 5 mandatory
₹3,050
₹3.7 L
20 Jul 2026
13 May 2026
28 May 2026
13 May 2026
26 May 2026
13 May 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Cleaning jungle including uprooting of rank vegetation grass brush wood ,trees & saplings of grith up to 30 cm measured at a height of 1m above G.L and removal of rubbish up to a distance of 50m out side the periphery of the area cleared(UPPWD SOR-2020/259/1 | - | sqm | - | - |
| 2 | Supplying and laying of good earth in layers not exceeding 20cm in depth, breaking clods watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, | 1 | cum | 1 | ₹1 |
| 3 | Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density).DAR-18/1 6.2 /P-240 | 1 | cum | 1 | ₹1 |
| 4 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth lead upto 50 metres | 1 | sqm | - | - |
| 5 | Granular sub-base with close graded A, plant mix method
Construction of granular sub-base by providing close graded material, mixing in mechanical mix plant at OMC, carriage of mixed material to work at motar grader on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401 for grade-1 material
(MORTH/(AR/YEIDA) | - | cum | - | - |
| 6 | Add Royality for GSB | - | cum | - | - |
| 7 | Wet mix macadam
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam precification including premixing the material with water OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per Technical Specification Clause 406 of MORTH/(AR/YEIDA) | 1 | cum | - | - |
| 8 | Add Royality for WMM | 1 | cum | - | - |
| 9 | Providing and applying primer coat with bitumen VG:10 on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means | - | sqm | - | - |
| 10 | Providing and applying Tack coat on prepared surface with bitumen VG:10 in boiler and spraying the emulsion with spray set fitted on bitumen boiler including clearing , preparing the existing road surface as per specification on granular Base such as W.B.M. and W.M.M. surface not bitumen primed with 2.5 Kg Of bitumen for 10 sqm | - | sqm | - | - |
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