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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.7 CrAccepted-AOC KASANA TOWER V FLOOR ALPHA 1 GR NOIDA COMMERCIAL BELT GAUTAM BUDDHA NAGAR UTTAR PRADESH 201307 | NOIDA | GAUTAM BUDDHA NAGAR | UTTAR PRADESH | 201307 | ₹9.7 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹10.3 CrRejected-Finance KRISHNA COMPLEX JAIN COLLEGE ROAD SAHARANPUR UTTAR PRADESH PIN CODE 247001 | SAHARANPUR | SAHARANPUR | UTTAR PRADESH | 247001 | ₹10.3 Cr | L2 | Rejected-Finance L2 |
| 3 | L3₹11.2 CrRejected-Finance | ₹11.2 Cr | L3 | Rejected-Finance L3 |
| 4 | L4₹11.5 CrRejected-Finance VILLAGE MILAK LACHCHI POST BEDPURA GREATER NOIDA | ₹11.5 Cr | L4 | Rejected-Finance L4 |
| 5 | L5₹12.6 CrRejected-Finance | ₹12.6 Cr | L5 | Rejected-Finance L5 |
Tender Value
₹14.0 Cr
EMD Value
₹24.0 L
Closing Date
28 Jan 2026, 5:00 pmClosed
GM(P)
YAMUNA EXPRESSWAY INDUSTRIAL DEVELOPMENT AUTHORITY
Construction of 75.00 mtr. wide peripheral Road between Sector- 8C and 8D, YEIDA WC-04
2026_YEIDA_1105538_25
YEA/GM(PROJECT)/2025/453 DT-09/01/2026
Open Tender
Civil Works
365 days
YAMUNA EXPRESSWAY INDUSTRIAL DEVELOPMENT AUTHORITY
Please refer Tender documents.
5 documents required · 5 mandatory
₹6,770
₹24.0 L
21 May 2026
15 Jan 2026
30 Jan 2026
15 Jan 2026
28 Jan 2026
15 Jan 2026
ROAD WORK: Clearing grass and removal of the rubbish up to a distance of 50m Outside the periphery of the area cleared. Based on UPPWD SOR-2020/2.32 DAR
Excavation for road work in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirement of lines , grades and cross sections and transporting to the embankment location within all lifts and lead upto 1000 meter. Morth 301 (Morth/UPPWD/SOR-BSR)
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. Based on UPPWD SOR-2020/1 6.1
Granular Sub-base with Close Graded Material (Table:- 400-1) Plant Mix Method (Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 ) for grading- I Material Based on Morth/A.R./UPPWD/SOR/2020
Wet Mix Macadam laying Using Mechanical Paver (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at 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.) Based on Morth/A.R./UPPWD/SOR/2020
Brick edging in full brick width and half brick depth including excavation, refilling and disposal of surplus earth lead upto 50 metres. With F.P.S. bricks of class designation 150 Based on UP PWD SOR-2020/16.7.1
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering-All work upto plinth level. 1:4:8(1cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size). Based on UPPWD SOR-2020/4.1.8
M-150 brick work in 1:6 cement & fine sand 1.25F.M mortar in foundation and plinth including supply of all materials labour complection of the work UPPWD SOR 303 Same as item no 305 but in 1:4 one ceement & four coarse sand of 2.20 F.M mortar UPPWD SOR 2020/305a
12mm cement plaster of mix: 1:6 (1 cement : 6 coarse sand) As per UPPWD SOR 2020
Providing and laying at or near ground level factory made kerb stone of M-25 grade cement in position to the required line, level and curvature jointed with cement mortar 1:3 (1 cement: 3 coarse sand) including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm) including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). As per UPPWD SOR 2020/DAR 18/16.69
Providing and applying primer coat with bitumen 80/100 on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means. (VG-10) UPPWD SOR 2020/AR/YEIDA
Providing and applying Tack coat on prepared surface with bitumen VG 10 in boiler and spraying tack coat 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. Based on UP PWD SOR-2020/AR/YEIDA
Providing, laying and rolling of close-graded premix surfacing material of 25 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 penetration grade bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade.25 mm thick. Based on UP PWD SOR-2020/AR/YEIDA
White washing with lime to give an even shade: New work (three or more coats) As per UPPWD SOR-2020
Royalty GSB material
Royalty WMM material
Royalty Close graded premix surfacing material
For Five Year Maintenance
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