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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.4 CrAccepted-AOC 1506 15TH FLOOR CORPORATE PARK SECTOR 18 PLOT NO 14 15 VASHI NAVI MUMBAI 400 703 | NAVI MUMBAI | THANE | MAHARASHTRA | 400703 | ₹5.4 Cr | L1 | Accepted-AOC Being L1 |
| 2 | L2₹5.6 Cr+₹18.3 L (3.38%)Rejected-Finance D 245 SECTOR 10 NOIDA 201301 UTTAR PRADESH | NOIDA | GAUTAM BUDDHA NAGAR | UTTAR PRADESH | 201301 | ₹5.6 Cr+₹18.3 L (3.38%) | L2 | Rejected-Finance Not being L1 |
| 3 | L3₹8.5 Cr+₹3.0 Cr (56.3%)Rejected-Finance SECTOR 3 NEAR BJP HEAD OFFICE TRIKUTA NAGAR 180012 | JAMMU | JAMMU AND KASHMIR | 180012 | ₹8.5 Cr+₹3.0 Cr (56.3%) | L3 | Rejected-Finance Not being L1 |
| 4 | L4₹8.5 Cr+₹3.1 Cr (56.7%)Rejected-Finance AT B2 509 BHOOMERANG OFF CHANDIVALI FARM ROAD CHANDIVALI ANDHERI C MUMBAI 400072 | MUMBAI SUBURBAN | MAHARASHTRA | 400072 | ₹8.5 Cr+₹3.1 Cr (56.7%) | L4 | Rejected-Finance Not being L1 |
| 5 | Rejected-Technical | - | - | Rejected-Technical Not Meeting NIT stipulations |
| Sl No | Description | Qty | Unit | Rhoda Cognax Private Limited L1 | pioneer foundation engineers pvt. ltd. L4 | SRM CONTRACTORS LIMITED L3 | AECS ENGINEERING & GEOTECHNICAL SERVICES PVT. LTD. L2 |
|---|---|---|---|---|---|---|---|
| 1.00 | Geotechnical Investigation & Insitu Testing:
Making bore holes of 100 -150mm dia below existing soil ground surface upto minimum 35.0m depth or as required by auger drilling as per IS 1892 – 1979 through all type of soils or refusal strata whichever occurs earlier ( Refusal strata shall mean when SPT field ‘N’ value reaches 100 for 30 cm or less penetration of SPT sampler) and recording SPT, Collection of all samples etc for testing as per IS specification etc complete. | 2 | Nos | 1,00,000 ₹2,00,000 Lowest | 1,00,000 ₹2,00,000 Lowest | 3,29,875 ₹6,59,750 | 3,00,000 ₹6,00,000 |
| 2.00 | Laboratory Test, Conducting laboratory test on UDS/DS sample as per relevant IS code.Liquid & plastic Limits | 8 | Nos | 1,000 ₹8,000 | 1,000 ₹8,000 | 7,250 ₹58,000 | 800 ₹6,400 Lowest |
| 3.00 | Grain Size analysis | 8 | Nos | 1,000 ₹8,000 | 1,200 ₹9,600 | 4,350 ₹34,800 | 800 ₹6,400 Lowest |
| 4.00 | Hydrometer analysis | 8 | Nos | 1,000 ₹8,000 Lowest | 1,000 ₹8,000 Lowest | 3,625 ₹29,000 | 2,000 ₹16,000 |
| 5.00 | Tri-axial shear test (UUT) | 8 | Nos | 1,000 ₹8,000 Lowest | 1,000 ₹8,000 Lowest | 3,625 ₹29,000 | 2,500 ₹20,000 |
| 6.00 | Direct shear test | 8 | Nos | 1,000 ₹8,000 Lowest | 1,000 ₹8,000 Lowest | 3,625 ₹29,000 | 1,500 ₹12,000 |
| 7.00 | Consolidation test on clayey soil | 8 | Nos | 1,000 ₹8,000 Lowest | 1,200 ₹9,600 | 2,900 ₹23,200 | 8,000 ₹64,000 |
| 8.00 | Bulk & dry density | 8 | Nos | 1,000 ₹8,000 | 1,500 ₹12,000 | 2,175 ₹17,400 | 800 ₹6,400 Lowest |
| 9.00 | Natural Moisture Content | 8 | Nos | 1,000 ₹8,000 | 1,500 ₹12,000 | 2,175 ₹17,400 | 800 ₹6,400 Lowest |
| 10.00 | Specific gravity | 8 | Nos | 1,000 ₹8,000 | 800 ₹6,400 Lowest | 2,175 ₹17,400 | 800 ₹6,400 Lowest |
Tender Value
₹9.3 Cr
EMD Value
₹21.0 L
Closing Date
26 Dec 2025, 3:00 pmClosed
Chief Engineer, CED
Civil Engineering Division, Bhabha Atomic Research Centre, Trombay, Mumbai - 400 085.
Geotechnical Investigation, Designing and Providing Protection to hill slope and RCC Precast Paneled Works near the foothill on Central Avenue Road between Electric Pole No. CA 123 to CA 130, South Site, BARC , Trombay, Mumbai.
2025_BARC_885238_1
BARC/CED/ET/52/2025-2026 Date 11/11/2025
Open Tender
Civil Works
Item Rate
425 days
South Site, BARC, Trombay, Mumbai.
Please refer Tender documents.
8 documents required · 8 mandatory
₹0
₹21.0 L
CED, BARC, Trombay, Mumbai.
26 May 2026
13 Nov 2025
31 Dec 2025
13 Nov 2025
26 Dec 2025
5 Dec 2025
14 Nov 2025 - 25 Nov 2025
27 Nov 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Geotechnical Investigation & Insitu Testing:
Making bore holes of 100 -150mm dia below existing soil ground surface upto minimum 35.0m depth or as required by auger drilling as per IS 1892 – 1979 through all type of soils or refusal strata whichever occurs earlier ( Refusal strata shall mean when SPT field ‘N’ value reaches 100 for 30 cm or less penetration of SPT sampler) and recording SPT, Collection of all samples etc for testing as per IS specification etc complete. | 2 | Nos | - | - |
| 2 | Laboratory Test, Conducting laboratory test on UDS/DS sample as per relevant IS code.Liquid & plastic Limits | 8 | Nos | - | - |
| 3 | Grain Size analysis | 8 | Nos | - | - |
| 4 | Hydrometer analysis | 8 | Nos | - | - |
| 5 | Tri-axial shear test (UUT) | 8 | Nos | - | - |
| 6 | Direct shear test | 8 | Nos | - | - |
| 7 | Consolidation test on clayey soil | 8 | Nos | - | - |
| 8 | Bulk & dry density | 8 | Nos | - | - |
| 9 | Natural Moisture Content | 8 | Nos | - | - |
| 10 | Specific gravity | 8 | Nos | - | - |
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