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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 CrAccepted-AOC | ₹1.1 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹1.1 CrRejected-Finance | ₹1.1 Cr | L2 | Rejected-Finance L2 |
| 3 | L3₹1.1 CrRejected-Finance E 31 SECTOR 36 GREATER NOIDA G B NAGAR U P | GREATER NOIDA | G B NAGAR | U P | ₹1.1 Cr | L3 | Rejected-Finance L3 |
| 4 | L4₹1.2 CrRejected-Finance | ₹1.2 Cr | L4 | Rejected-Finance L4 |
Tender Value
₹1.2 Cr
EMD Value
₹2.3 L
Closing Date
12 Jun 2026, 5:00 pmClosed
GM(P)
YAMUNA EXPRESSWAY INDUSTRIAL DEVELOPMENT AUTHORITY
Repairing and Resurfacing of Road from Gadana Village to Aloda Jagir Village Cut, YEA .WC-06
2026_YEIDA_1155182_5
YEA/GM(PROJECT)/2026/512 DT-27/05/2026
Open Tender
Civil Works
Fixed-rate
90 days
YAMUNA EXPRESSWAY INDUSTRIAL DEVELOPMENT AUTHORITY
Please refer Tender documents.
5 documents required · 5 mandatory
₹2,345
₹2.3 L
17 Jul 2026
2 Jun 2026
15 Jun 2026
2 Jun 2026
12 Jun 2026
2 Jun 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 | Brick Edging in full width and half brick depth including ex refilling and disposal of surplus soil lead upto 50m with brick class design 150 | - | Rmt | 139.95 | - |
| 2 | Surfacing dressing of the ground including removing vegetation and inequalities not exceeding 15cm deep and disposal of rubbish, lead upto 50m and lift upto 1.5m UPPWD SOR-2020/2.28.1 | - | Sqm | 12.9 | - |
| 3 | Supplying and stacking at site: 63 mm to 45 mm size stone | - | Cum | 2,831.56 | - |
| 4 | Supplying and stacking at site: 53 mm to 22.4 mm size stone | - | Cum | - | - |
| 5 | Supplying and stacking of moorum at site | 1 | Cum | - | - |
| 6 | Providing and applying tack coat on the prepared surface with bitumen Medium setting emulsion in boiler and spraying the emulsion with spray set fitted on bitumen boiler including cleaning, preparing the existing road surface as per specifications (MORTH 503(b)/AR/YEIDA) On granular base such as WBM and WMM surface with 2.50Kg of bitumen for 10Sqm | - | Sqm | 1 | - |
| 7 | Providing and laying dense graded bitumen macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder 60/70 @ 4.25% of mix and filler transporting the hot
mix to work site, laying with hydrostatic paver finisher with sensor control to the required grade, level, and alignment rolling with smooth, wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause 507 complete in all respects.
(MORTH/507) (A.R./YEIDA) 40mm compacted thickness with bitumen penetration of 60/70 @ 4.25% by weight of total mix. | 1 | Cum | - | - |
| 8 | Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.0 per cent of mix and filler transporting the hot mix
to work site, laying with hydrostatic paver finisher with sensor control to the required grade, level, and alignment rolling with smooth, wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause 509 complete in all respects. (MORTH
509/AR/YEIDA) 30mm compacted thickness with bitumen penetration of CRMB-55 @ 5% by weight of total mix | 1 | Cum | - | - |
| 9 | Laying sperading and Compacting stone aggregate of specified sizes to WBM specification including spreading in uniform thickness hand picking rolling with 3 wheeled road I vibratory roller 8-10 tonne in stages to proper grade and camber applying and brooming rewuisite type of screening I binding material to fill up interstices of coarse aggrigate watering and compacting to required density | - | Cum | - | - |
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