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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.7 CrAccepted-AOC | ₹4.7 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹4.8 Cr+₹15.0 L (3.19%)Rejected-Finance | ₹4.8 Cr+₹15.0 L (3.19%) | L2 | Rejected-Finance L2 |
| 3 | L3₹5.0 Cr+₹30.4 L (6.49%)Rejected-Finance 223 U S COMPLEX SECOND FLOOR JASOLA MATHURA ROAD NEW DELHI 110076 | SOUTH | DELHI | 110076 | ₹5.0 Cr+₹30.4 L (6.49%) | L3 | Rejected-Finance L3 |
Tender Value
₹4.8 Cr
EMD Value
₹9.5 L
Closing Date
17 Feb 2026, 5:00 pmClosed
SM_TENDER CELL
GNIDA OFFICE
Construction of 24m wide road, RCC drain and P/L Sewer line in Sector Recreational Green-V, Greater Noida.
2026_GNIDA_1111235_7
SM/(E-TENDER CELL)/2026/708 DATED-28.01.2026
Open Tender
Civil Works
Fixed-rate
365 days
GREATER NOIDA
REFER TENDER DOCUMENT
5 documents required · 5 mandatory
₹6,540
₹9.5 L
23 Jun 2026
3 Feb 2026
19 Feb 2026
3 Feb 2026
17 Feb 2026
3 Feb 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 |
|---|---|---|---|---|---|
| 1Part-A Road work Cleaning jungle including up rooting of rank, vegetations grass, push, wood trees and samplings of grith upto 30cms. measured at a height of 1 M. above ground level and removal of rubbish up to a distance of 50M. Out side periphery of area cleared. (SOR-20/259(i)) | |||||
| 2 | Excavation in soil using hydraulic excavator and Tippers with disposal upto 1.0Km.
Excavation for road work in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirements of lines, grades and Cross section and transporting to the embankment location with all lefts and lead up to 5.0Km (MORTH-20/3.06/301) | 1 | Cum | 1 | ₹1 |
| 3 | Excavation for road work in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transportig to the embankment location within all lifts and lead upt 1000m (MORTH-20/3.06/301) | 1 | Cum | 1 | ₹1 |
| 4 | Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density). (DSR-18/16.2) | - | Cum | 1 | - |
| 5Preparation 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) | |||||
| 6Supplying and stacking at site. (DSR-18/16.3) | |||||
| 6.01 | 90mm to 45 mm size stone aggregate (DSR-18/16.3.1) | 1 | Cum | - | - |
| 6.02 | 63mm to 45 mm size stone aggregate (DSR-18/16.3.2) | 1 | Cum | - | - |
| 6.03 | 53mm to 22.40 mm size stone aggregate (DSR-18/16.3.3) | - | 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 . (DSR-18/16.4) | - | Cum | 1 | - |
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PreQ_Recreational_Green_V.pdf
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BOQ_2052699.xls
BOQ • 0.29 MB
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