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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹26.9 LAccepted-Finance | ₹26.9 L | L1 | Accepted-Finance L1 |
| 2 | L2₹27.7 LRejected-Finance | ₹27.7 L | L2 | Rejected-Finance L2 |
| 3 | L3₹29.3 LRejected-Finance | ₹29.3 L | L3 | Rejected-Finance L3 |
| 4 | L4₹29.7 LRejected-Finance GRAM AEMANPUR DISTRICT BULANDSHAHR UTTAR PRADESH | BULANDSHAHR | BULANDSHAHR | UTTAR PRADESH | ₹29.7 L | L4 | Rejected-Finance L4 |
Tender Value
₹30.8 L
EMD Value
₹61,600
Closing Date
18 May 2026, 5:00 pmClosed
GM(P)
YAMUNA EXPRESSWAY INDUSTRIAL DEVELOPMENT AUTHORITY
C/o 12Mtr wide road infront of GH-10 in Sec-22D, YEA WC-02
2026_YEIDA_1145031_2
YEA/GM(PROJECT)/2026/498 DT-27/04/2026
Open Tender
Civil Works
180 days
YAMUNA EXPRESSWAY INDUSTRIAL DEVELOPMENT AUTHORITY
Please refer Tender documents.
5 documents required · 5 mandatory
₹900
₹61,600
3 Jul 2026
4 May 2026
20 May 2026
4 May 2026
18 May 2026
4 May 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 | Excavation in Soil using hydraulic Excavator and tippers with disposal upto 1000 mtr 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 Section and transpoting to embarkment location with in all lifts and lead upto 1000 mtr | - | Cum | 82.3 | - |
| 2 | 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.SOR-2018/16.1 | - | Sqm | 83.65 | - |
| 3.01 | Supplying and stacking at site 90mm to 45 mm size stone aggregate | - | Cum | 2,778.15 | - |
| 3.02 | Supplying and stacking at site 63mm to 45 mm size stone aggregate | 1 | Cum | 2,831.55 | ₹2,831.27 |
| 3.03 | Supplying and stacking at site 53 mm to 22.4 mm size stone aggregate | - | Cum | 2,895.45 | - |
| 4 | Supplying and stacking at site Moorum | 1 | Cum | 2,862.9 | ₹2,862.61 |
| 5 | 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 | - | Cum | 381.05 | - |
| 6 | 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) | - | Sqm | 12.2 | - |
| 7 | Close Graded Premix Surfacing/Mixed Seal Surfacing Providing, laying and rolling of close-graded premix surfacing material 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 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. Mechanical means using HMP of appropriate capacity not less than 75 tonnes/hour. UPPWD/SOR | - | Sqm | 212.07 | - |
| 8 | Brick edging in full brick width and half brick depth including excavation, refilling and disposal of surplus earth lead upto 50 metres. With common burnt clay F.P.S. (non modular) bricks of class designation 150. | - | Sqm | 139.95 | - |
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