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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.1 CrAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹2.2 Cr+₹16.1 L (7.75%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | L3₹2.3 Cr+₹17.6 L (8.47%)Rejected-Finance E 31 SECTOR 36 GREATER NOIDA G B NAGAR U P | GREATER NOIDA | G B NAGAR | U P | L3 | Rejected-Finance L3 | |
| 4 | Rejected-Technical | - | Rejected-Technical DISQUALIFIED |
Tender Value
₹2.7 Cr
EMD Value
₹5.4 L
Closing Date
19 Aug 2026, 5:00 pmClosed
GM(P)
YAMUNA EXPRESSWAY INDUSTRIAL DEVELOPMENT AUTHORITY
Construction of Service Road of 130.00 m Wide Road from Jewar Khurja Road, Sector 8D, YEIDA Wc-04
2026_YEIDA_1174871_28
YEA/GM(PROJECT)/2026/556 DT-31/07/2026
Open Tender
Civil Works
Fixed-rate
240 days
YAMUNA EXPRESSWAY INDUSTRIAL DEVELOPMENT AUTHORITY
Please refer Tender documents.
5 documents required · 5 mandatory
₹4,460
₹5.4 L
29 Sept 2026
6 Aug 2026
20 Aug 2026
6 Aug 2026
19 Aug 2026
6 Aug 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 | Clearing grass and removal of the rubbish up to a distance of 50 m Outside the periphery of the area cleared. | 8,140 | sqm | 3.1 | ₹25,234 |
| 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, Good Earth. | 16,819.92 | cum | 352.4 | ₹59,27,339.87 |
| 3 | compaction of earth work in embankment under optimum moisture conditions to give at least 97% of the maximum dry density (proctor density). DAR-18/16.2/P-240 | 3,700 | cum | 9.6 | ₹35,520 |
| 4 | 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 earth lead upto 50 metres.DAR-2018/16.1/P-262 | 5,510.04 | sqm | 1.9 | ₹10,469.08 |
| 5 | Supplying and stacking at site ….90 mm to 45 mm size stone aggregate. (DAR 18/16.3.1/p-262) | 688.07 | cum | 2,518.13 | ₹17,32,649.71 |
| 6 | 63 mm to 45 mm size stone aggregate. (DSR 18/16.3.2/p-262) | 1,684.04 | cum | 2,571.56 | ₹43,30,609.9 |
| 7 | 53 mm to 22.4 mm size stone aggregate. (DAR 18/16.3.3/p-262) | 488.73 | cum | 2,635.44 | ₹12,88,018.59 |
| 8 | Supplying and stacking at site Moorum (A.R/YEIDA) | 650.03 | cum | 2,602.92 | ₹16,91,968.02 |
| 9 | Laying spreading and compacting stone aggregate of specified sizes to WBM specifications including spreading in uniform thickness, hand picking, rolling with 3 wheeled road I vibratory roller 8-10 tonne in stages to proper grade and camber, applying and brooming requisite type of screening I binding material to fill up interstices of coarse aggregate watering and compacting to the required densityDAR-18/16.4/P-262 | 2,860.84 | cum | 381.05 | ₹10,90,123.08 |
| 10 | Brick edging in full brick width and half brick depth including excavation, refilling and disposal of surplus earth lead upto 50 metres.With bricks of class designation 150 DAR-18/16.7.1/P-262 | 5,122 | mtr | 139.95 | ₹7,16,823.9 |
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