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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹20.8 CrAccepted-AOC 7 GADHI DADRI G B NAGAR U P | GAUTAM BUDDHA NAGAR | UTTAR PRADESH | 201008 | L1 | Accepted-AOC L1 | |
| 2 | L2₹21.0 Cr+₹12.1 L (0.58%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | L3₹22.0 Cr+₹1.1 Cr (5.46%)Rejected-Finance 93 BASHIRATGANJ LUCKNOW UTTAR PRADESH 226004 | LUCKNOW | UTTAR PRADESH | 226004 | L3 | Rejected-Finance L3 | |
| 4 | L4₹25.6 Cr+₹4.8 Cr (22.8%)Rejected-Finance 104 1ST FLOOR DASHMESH PLAZA SECTOR 20B FARIDABAD HARYANA | FARIDABAD | HARYANA | 121001 | L4 | Rejected-Finance L4 | |
| 5 | L5₹26.7 Cr+₹5.9 Cr (28.1%)Rejected-Finance CORPORATE OFFICE E BLOCK E44 GROUND FLOOR SECTOR 36 G B NAGAR 201310 | NAGAR | G B NAGAR | UTTAR PRADESH | 201310 | L5 | Rejected-Finance L5 |
Tender Value
₹28.2 Cr
EMD Value
₹38.2 L
Closing Date
29 Dec 2025, 5:00 pmClosed
GM(P)
YAMUNA EXPRESSWAY INDUSTRIAL DEVELOPMENT AUTHORITY
C/o Main carriageway of 45m wide road including drainage and sewerage system between sector - 22D and 22E, YEA. WC-02
2025_YEIDA_1099117_17
YEA/GM(PROJECT)/2025/447 DT-09/12/2025
Open Tender
Civil Works
Fixed-rate
540 days
YAMUNA EXPRESSWAY INDUSTRIAL DEVELOPMENT AUTHORITY
Please refer Tender documents.
5 documents required · 5 mandatory
₹6,770
₹38.2 L
19 Jan 2026
16 Dec 2025
30 Dec 2025
16 Dec 2025
29 Dec 2025
16 Dec 2025
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 | Road cleaning juungle including up rooting of rank vegetation grass,push,wood trees and sampling of grith upto 30cms measured at a height of 1M above grounnd level and removal of rubbish up to a distance of 50M. Out side the periphery of area cleared. UPPWD SOR-2020/259 | 1,29,356 | sqm | 3.1 | ₹4,01,003.6 |
| 2 | Earth work in rough excavation, banking excavated 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, Analysis of Rates(UPPWD/SOR-2020/AR/YEIDA) | 2,15,356 | Cum | 82.3 | ₹1,77,23,798.8 |
| 3 | Carriage /disposal of earth/ material by machenical transport including loading, unloading and stacking. Lead up to 1KM. Analysis of Rates(UPPWD/SOR-2020/AR/YEIDA) | 2,15,356 | Cum | 45 | ₹96,91,020 |
| 4 | Extra for compaction of earth work in embankment. Analysis of Rates(UPPWD/SOR-2020/AR/YEIDA) | 1,341.6 | Cum | 9.6 | ₹12,879.36 |
| 5 | 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. UPPWD SOR-2020/ 16.1 | 27,643.2 | sqm | 83.65 | ₹23,12,353.68 |
| 6 | Grangular Sub-BASE with Coarse Graded Material(400-1) A.Plant Mix Method construction of grnular sub- base by providing close graded material ,mixing in mechanical mix plant at OMC Carriage of mixed material to work at site spreading uniform layers with motor grader on prepared sursace and compacting with vibrator rollar to achieve the desired density,complete as per clause 401 for grade-I MATERIAL. (UPPWD/SOR-2020/AR/YEIDA) | 6,194.91 | Cum | 4,158.75 | ₹2,57,63,081.96 |
| 7 | Providing ,Laying ,Spreading & compcting 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 / bace course on well prepared surface & compacting with vibratory roller to achieved the desired density as per technical specification clause 406 . (UPPWD/SOR-2020/AR/YEIDA) | 6,645 | Cum | 4,721.9 | ₹3,13,77,025.5 |
| 8 | Providing and applying primer coat with 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. MORTH/502(UPPWD/SOR-2020) | 26,580 | sqm | 27.95 | ₹7,42,911 |
| 9 | Providing and applying tack coat using VG-10 conforming to IS: 8887, using pressure distributer including preparing the surface &cleaning with mechanical broom. On W.B.M / W.M.M. @ 0.25kg/sqm. Vg-10. (UPPWD/SOR-2020/AR/YEIDA) | 26,580 | sqm | 12.2 | ₹3,24,276 |
| 10 | Providing, Laying and rolling of close graded premix surfacing material of 20mm thickness composed of 11.2mm to 0.09mm (Type-A) or 13.2mm to 0.09mm (Type-B) aggregates using penetration grade bitumen Crmb55 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. UPPWD SOR-2020 CRMB 55 | 26,580 | Sqm | 205.04 | ₹54,49,963.2 |
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