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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.1 CrAccepted-AOC | ₹8.1 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹8.2 Cr+₹8.5 L (1.06%)Rejected-Finance H 12 SECTOR DELTA II GREATER NOIDA DISTT G B NAGAR UP | GREATER NOIDA | G B NAGAR | UP | ₹8.2 Cr+₹8.5 L (1.06%) | L2 | Rejected-Finance L2 |
| 3 | L3₹8.2 Cr+₹10.2 L (1.26%)Rejected-Finance | ₹8.2 Cr+₹10.2 L (1.26%) | L3 | Rejected-Finance L3 |
| 4 | L4₹8.2 Cr+₹10.6 L (1.31%)Rejected-Finance H NO 146 SADULLAPUR SECTOR KP V BAIDPURA GREATER NOIDA G B NAGAR U P | GAUTAM BUDDHA NAGAR | UTTAR PRADESH | 201008 | ₹8.2 Cr+₹10.6 L (1.31%) | L4 | Rejected-Finance L4 |
| 5 | Rejected-Technical | - | - | Rejected-Technical DIS-QUALIFIED |
Tender Value
₹8.2 Cr
EMD Value
₹16.4 L
Closing Date
21 Apr 2026, 5:00 pmClosed
SM_TENDER CELL
GNIDA OFFICE
Strengthening and widening of 30m wide road and Construction of Central Verge, Footpath, Grass Grid tiles from Ryan School to Sarvottam School and Centurion park to Fusion Home in Sector Techzone-4, Greater Noida.
2026_GNIDA_1134057_13
SM/(E-TENDER CELL)/2026/739 DATED-02.04.2026
Open Tender
Civil Works
Fixed-rate
180 days
GREATER NOIDA
REFER TENDER DOCUMENT
5 documents required · 5 mandatory
₹6,770
₹16.4 L
7 Aug 2026
7 Apr 2026
23 Apr 2026
7 Apr 2026
21 Apr 2026
7 Apr 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 |
|---|---|---|---|---|---|
| - | Part-A (Widening)
Excavation in foundation in ordinary soil (Loam clay or sand) including lift upto 1.50 M and lead upto 30.00M and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineer incharge upto a distance of 30m from the foundation trenches (where machine con not reach/move) (SOR-20/251 (A)/4.1.1) | - | Cum | - | - |
| - | 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. (DSR-18/16.1) | - | Sqm | - | - |
| - | Supplying and stacking at site. (DSR-18/16.3) | - | - | - | - |
| - | 90mm to 45 mm size stone aggregate (DSR-18/16.3.1) | 1 | Cum | - | - |
| - | 63mm to 45 mm size stone aggregate (DSR-18/16.3.2) | - | Cum | - | - |
| - | 53mm to 22.40 mm size stone aggregate (DSR-18/16.3.3) | 1 | Cum | - | - |
| - | Supplying and stacking at site.: Moorum. (DSR-18/16.3.10) | 1 | Cum | - | - |
| - | 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 . (DSR-18/16.4) | 1 | Cum | - | - |
| - | Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. (MORTH 502/5.01/A(i)) | - | Sqm | - | - |
| - | Providing and applying tack coat with bitumen grade VG-10 using emulsion pressure distributor at the rate of 0.25 kg per Sqm on the prepared bituminous surface cleaned with mechnical broom. (MORTH-503(II)/502) | - | Sqm | - | - |
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