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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.6 CrAccepted-AOC H NO 146 SADULLAPUR SECTOR KP V BAIDPURA GREATER NOIDA G B NAGAR U P | GAUTAM BUDDHA NAGAR | UTTAR PRADESH | 201008 | ₹3.6 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹4.0 Cr+₹32.3 L (8.91%)Rejected-Finance | ₹4.0 Cr+₹32.3 L (8.91%) | L2 | Rejected-Finance L2 |
| 3 | L3₹4.0 Cr+₹33.7 L (9.30%)Rejected-Finance D 609 GOVINDPURAM NEAR 47 P A C GHAZIABAD UTTAR PRADESH | ₹4.0 Cr+₹33.7 L (9.30%) | L3 | Rejected-Finance L3 |
Tender Value
₹4.7 Cr
EMD Value
₹9.3 L
Closing Date
28 Jan 2026, 5:00 pmClosed
GM(P)
YAMUNA EXPRESSWAY INDUSTRIAL DEVELOPMENT AUTHORITY
Construction of service road along road no-18(L.H.S) between sector-32 and 9, yeida. WC-03
2026_YEIDA_1105538_14
YEA/GM(PROJECT)/2025/453 DT-09/01/2026
Open Tender
Civil Works
Fixed-rate
365 days
YAMUNA EXPRESSWAY INDUSTRIAL DEVELOPMENT AUTHORITY
Please refer Tender documents.
5 documents required · 5 mandatory
₹6,435
₹9.3 L
7 Apr 2026
15 Jan 2026
30 Jan 2026
15 Jan 2026
28 Jan 2026
15 Jan 2026
Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading grading to required slope and compacting to meet requirement of table 300 2 up to 20 km Morth 305
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.
Supplying and Stacking at site.. 90 mm to 45 mm size stone aggregate. (SOR 18/16.3.1)
Supplying and Stacking at site.. 63 mm to 45 mm size stone aggregate. (SOR 18/16.3.2)
Supplying and Stacking at site.. 53 mm to 22.4 mm size stone aggregate. (SOR 18/16.3.3)
Supplying and stacking at site Moorum (SOR 18/16.3.10)
Laying spreading and compacting stone aggregate of specified sizes to WBM specifications including spreading in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne 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 SOR-18/16.4
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 0.60 kg/SQM using mechanical means.
Providing and applying tack coat With bitumen VG-10 pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom.MORTH/503(UPPWD/SOR-2020)
Close Graded Premix Surfacing/Mixed Seal Surfacing Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type-a) or 13.2 mm to 0.09 mm (Type-b) aggregates using Viscocity grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant of appropriate capacity not less than 200 tonnes/hour, laying and rolling with a smooth wheeled roller, finished to required level and grades.
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 SOR-18/16.7.1
Royalty Supplying and Stacking at site.. 90 mm to 45 mm size stone aggregate. (SOR 18/16.3.1)
Supplying and Stacking at site.. 63 mm to 45 mm size stone aggregate. (SOR 18/16.3.2)
Supplying and Stacking at site.. 53 mm to 22.4 mm size stone aggregate. (SOR 18/16.3.3)
Supplying and stacking at site Moorum (SOR 18/16.3.10)
Close Graded Premix Surfacing/Mixed Seal Surfacing Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type-a) or 13.2 mm to 0.09 mm (Type-b) aggregates using Viscocity grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant of appropriate capacity not less than 200 tonnes/hour, laying and rolling with a smooth wheeled roller, finished to required level and grades.
2.50% Maintenance for 5 years of road work
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