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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 CrAccepted-AOC A 94 SECTOR P 3 GREATER NOIDA G B NAGAR | GREATER NOIDA | G B NAGAR | U P | ₹1.1 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹1.2 CrRejected-Finance H 198 DELTA 2 GREATER NOIDA DISTT G B NAGAR | GAUTAM BUDDHA NAGAR | UTTAR PRADESH | 201008 | ₹1.2 Cr | L2 | Rejected-Finance L2 |
| 3 | L3₹1.3 CrRejected-Finance GRAM AEMANPUR DISTRICT BULANDSHAHR UTTAR PRADESH | BULANDSHAHR | BULANDSHAHR | UTTAR PRADESH | ₹1.3 Cr | L3 | Rejected-Finance L3 |
Tender Value
₹1.8 Cr
EMD Value
₹3.5 L
Closing Date
5 Feb 2026, 5:00 pmClosed
GM(P)
YAMUNA EXPRESSWAY INDUSTRIAL DEVELOPMENT AUTHORITY
Construction of road and culvert to connect between Appral park and handcraft park pocket A and pocket-F in sector 29 YEA WC-04
2026_YEIDA_1108453_16
YEA/GM(PROJECT)/2026/457 DT-19/01/2026
Open Tender
Civil Works
Fixed-rate
180 days
YAMUNA EXPRESSWAY INDUSTRIAL DEVELOPMENT AUTHORITY
Please refer Tender documents.
5 documents required · 5 mandatory
₹2,945
₹3.5 L
21 Jul 2026
27 Jan 2026
6 Feb 2026
27 Jan 2026
5 Feb 2026
27 Jan 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 | Part-A:- Road work 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 with lead upto 50 metres. (DAR-/16.1 / based on uppwd / SOR-2020) | - | Sqm | - | - |
| 2 | Supply & Laying of Good earth in layer not exceeding 20cm in depth breaking clods watering rolling each layers with 1/2 tonne roller or woodeen or steel rammer and rolling 3rd & Top layer with power roller of minimum 8tonnes and dressing upto embankment for roads flood bank marginal banks and guide banks aor filling up groubd depression as per MORTH (AR/YEIDA) Good earth. ALL LEADS AR YEIDA 301 SOR 2020 | 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-/16.2/based on uppwd / SOR-2020) | - | Cum | 1 | - |
| 4 | Supplying and stacking at site. 90 mm to 45 mm size stone aggregate (DAR-2018/16.3.1/based on uppwd / SOR-2020) | 1 | Cum | - | - |
| 5 | Supplying and stacking at site. 63 mm to 45 mm size stone aggregate (DAR-2018/16.3.2/based on uppwd / SOR-2020) | - | Cum | 1 | - |
| 6 | Supplying and stacking at site. 53 mm to 22.4 mm size stone aggregate (DAR-2018/16.3.3/based on uppwd / SOR-2020) | - | Cum | - | - |
| 7 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity 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. (DAR-2018/16.4/based on uppwd / SOR-2020 )) | - | Cum | - | - |
| 8 | Supplying and stacking of Moorum at site. (DSR-2018/16.3.10/based on uppwd / SOR-2020 ) | 1 | Cum | - | - |
| 9 | 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-2018/16.7.1/based on uppwd / SOR-2020 ) | - | Metre | 1 | - |
| 10 | Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor on the prepared bituminous surface cleaned with mechanical broom (Morth 503(ii)/AR/ YEIDA /based on uppwd / SOR-2020 ) On granular base such as WBM and WMM surface with 2.50Kg of bitumen for 10Sqm AR YEIDA MORTH SOR 2020 503 | 1 | Sqm | 1 | ₹1 |
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