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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.2 CrAccepted-AOC | ₹5.2 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹5.3 CrRejected-Finance B 108A SECTOR 36 GREATER NOIDA DISTT G B NAGAR UP | GREATER NOIDA | GAUTAM BUDH NAGAR | UTTAR PRADESH | ₹5.3 Cr | L2 | Rejected-Finance L2 |
| 3 | L3₹5.3 CrRejected-Finance | ₹5.3 Cr | L3 | Rejected-Finance L3 |
| 4 | Rejected-Technical 140 BAJRANG NAGAR SIKANDRA AGRA | - | - | Rejected-Technical DIS-QUALIFIED |
| 5 | Rejected-Technical | - | - | Rejected-Technical DIS-QUALIFIED |
Tender Value
₹5.3 Cr
EMD Value
₹10.6 L
Closing Date
20 Mar 2026, 5:00 pmClosed
SM_TENDER CELL
GNIDA OFFICE
Widening and strengthening of 18m wide road and Construction of RCC drain in Sector-2, Greater Noida.
2026_GNIDA_1122182_10
SM/(TENDER CELL)/2026/724 DATED-28.02.2026
Open Tender
Civil Works
180 days
GREATER NOIDA
REFER TENDER DOCUMENT
5 documents required · 5 mandatory
₹6,770
₹10.6 L
30 Jun 2026
6 Mar 2026
23 Mar 2026
6 Mar 2026
20 Mar 2026
6 Mar 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 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/251 (A)/4.1.1) | 1 | Cum | - | - |
| 2Preparation 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) | |||||
| 3Supplying and stacking at site. (DSR-18/16.3) | |||||
| 3.01 | 90mm to 45 mm size stone aggregate (DSR-18/16.3.1) | - | Cum | - | - |
| 3.02 | 63mm to 45 mm size stone aggregate (DSR-18/16.3.2) | - | Cum | - | - |
| 3.03 | 53mm to 22.40 mm size stone aggregate (DSR-18/16.3.3) | - | Cum | - | - |
| 4Supplying and stacking at site.: Moorum. (DSR-18/16.3.10) | |||||
| 5 | 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 | 1 | ₹1 |
| 6Brick edging in full brick width and half brick depth including excavation, refilling and disposal of surplus earth lead upto 50 metres. | |||||
| 6.01 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 (DSR-18/16.7.1) | - | Rmt | 1 | - |
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PreQ_Widening_Sec_2.pdf
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