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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹20.3 CrAccepted-AOC 1205 AGGARWAL CORPORATE HEIGHTS PLOT NO A 7 NETAJI SUBHASH PLACE PITAMPURA DELHI 110034 | DELHI | NORTH WEST DELHI | DELHI | 110034 | ₹20.3 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹20.8 Cr+₹49.5 L (2.44%)Rejected-Finance | ₹20.8 Cr+₹49.5 L (2.44%) | L2 | Rejected-Finance L2 |
| 3 | L3₹20.8 Cr+₹54.0 L (2.66%)Rejected-Finance | ₹20.8 Cr+₹54.0 L (2.66%) | L3 | Rejected-Finance L3 |
| 4 | L4₹21.3 Cr+₹1.0 Cr (5.00%)Rejected-Finance | ₹21.3 Cr+₹1.0 Cr (5.00%) | L4 | Rejected-Finance L4 |
| 5 | L5₹21.4 Cr+₹1.1 Cr (5.59%)Rejected-Finance 366 GIANI ZAIL SINGH NAGAR ROPAR PB 140001 | ROPAR | ROPAR | PUNJAB | 140001 | ₹21.4 Cr+₹1.1 Cr (5.59%) | L5 | Rejected-Finance L5 |
Tender Value
Refer Docs
EMD Value
₹34.6 L
Closing Date
30 May 2026, 3:00 pmClosed
Ashok Kumar K, Technical Officer D
CCE R AND D WEST PUNE
Infrastructure Facility for Proposed Project 20X102MM Turreted Gun and Control System TGCS at ARDE, Pune
2026_DRDO_908035_1
CCEW/C2/20706/TGCS/Plg/ARDE
Open Tender
Civil Works
Percentage
540 days
ARDE
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹34.6 L
27 Aug 2026
8 May 2026
1 Jun 2026
9 May 2026
30 May 2026
20 May 2026
11 May 2026 - 18 May 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 |
|---|---|---|---|---|---|
| 1SUB HEAD I: SITE DEVELOPMENT | |||||
| 1.01 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. | 1,246 | sqm | 19.35 | ₹24,110.1 |
| 1.02 | SUB HEAD II: EARTH WORK | - | - | - | - |
| 1.03 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil
Note: No additional lift payment will be made for extra lift for mechanical excavation | 519 | cum | 286.2 | ₹1,48,537.8 |
| 1.04 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or
stacked materials.
All kinds of soil
Note: (Extra lift only for manual excavations as per IS:1200) | 50 | cum | 139.42 | ₹6,971 |
| 1.05 | Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m.
Note: additional payment will be made for extra lift for mechanical excavation | - | - | - | - |
| 1.06 | Ordinary rock | 390 | cum | 695.92 | ₹2,71,408.8 |
| 1.07 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or
stacked materials.
Ordinary
Note: (Extra lift only for manual excavations as per IS:1200) | 25 | cum | 250.02 | ₹6,250.5 |
| 1.08 | Hard rock (blasting prohibited) | 650 | cum | 1,674.58 | ₹10,88,477 |
| 1.09 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or
stacked materials.
Hard rock
Note: (Extra lift only for manual excavations as per IS:1200) | 25 | cum | 250.02 | ₹6,250.5 |
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