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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.1 CrAdmitted-Finance | L1 | Admitted-Finance | ||
| 2 | L2₹2.6 Cr+₹56.0 L (27.3%)Admitted-Finance | L2 | Admitted-Finance | ||
| 3 | L3₹2.7 Cr+₹69.0 L (33.6%)Admitted-Finance | L3 | Admitted-Finance | ||
| 4 | L4₹3.3 Cr+₹1.2 Cr (58.3%)Admitted-Finance | L4 | Admitted-Finance | ||
| 5 | L5₹3.5 Cr+₹1.5 Cr (71.3%)Admitted-Finance | L5 | Admitted-Finance |
Tender Value
₹4.7 Cr
EMD Value
₹9.3 L
Closing Date
27 Feb 2026, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
EE,NPD-7,DDA
EE,NPD-7,DDA
Construction of road of 9 mtr, 12 mtr and 18 mtr R/w in Pkt 4, 8 and 9 at Sector A-10, Narela.
2026_DDA_899063_1
14/EE/NPD-7/DDA/2025-26
Open Tender
Civil Works
Works
180 days
NARELA
Please refer Tender documents.
14 documents required · 14 mandatory
₹0
₹9.3 L
15 Apr 2026
18 Feb 2026
28 Feb 2026
18 Feb 2026
27 Feb 2026
18 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 |
|---|---|---|---|---|---|
| 1 | Providing/supplying by excavation in soil/earth (approved by Engineer-in-charge) with hydraulic excavator i/c cutting from approved site/location and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections i/c royalty of good earth and transporting to the embankment/ subgrade location with all lifts and leads upto 20 km. | 31,658 | cum | 160.7 | ₹50,87,440.6 |
| 2 | Construction of sub-grade with material (earth) as approved by Engineer-in-charge, deposited at site and compacted to meet requirement of Table 300-2 by mechanical means in camber, slope etc as per direction of Engineer-in-charge. | 27,479 | cum | 37.72 | ₹10,36,507.88 |
| 3 | Construction of embankment with material (earth) as approved by Engineer-in-charge, deposited at site and compacted to meet requirement of Table 300-2 by mechanical means in camber, slope etc as per direction of Engineer-in-charge. | 3,399 | cum | 32.2 | ₹1,09,447.8 |
| 4Supplying and stacking at site. | |||||
| 4.1 | (a) 90 mm to 45 mm size stone aggregate | 3,668 | cum | 2,098.4 | ₹76,96,931.2 |
| 4.2 | (b) 63 mm to 45 mm size stone aggregate | 2,755 | cum | 1,636.05 | ₹45,07,317.75 |
| 4.3 | (c) 53 mm to 22.4 mm size stone aggregate | 2,554 | cum | 1,842.3 | ₹47,05,234.2 |
| 4.4 | (d) Stone screening 13.2 mm nominal size (Type A) | 847 | cum | 2,034.35 | ₹17,23,094.45 |
| 4.5 | (e) Stone screening 11.2 mm nominal size (Type B) | 1,148 | cum | 2,247.75 | ₹25,80,417 |
| 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 . | 7,186 | cum | 1,046.95 | ₹75,23,382.7 |
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