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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.0 LAdmitted-Finance | ₹2.0 L | L1 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Unitech Land Surveyor And Consultant L1 |
|---|---|---|---|---|
| 1.00 | Soil Investigation of SPT Test as per IS: 2131-1981 in ordinary soil consisting of clay/silt/sand or their mixture with shell and auger method 10.0 m depth or refusal whichever is earlier and collection of samples, testing of these samples in laboratory for grain size analysis, Atterberg limits, water content, cohesion angle of internal friction,specific gravity, wet & dry bulk density etc. and evaluation of safe bearing capacity along with strata logs. In case of soil the depth of 10.0M or refusal before in case of gravel and hard rock/strata and provide 02 set of hard copy by stamp & sign (Original) | 15 | Bore hole | 13,500 ₹2,02,500 Lowest |
Tender Value
₹2.3 L
EMD Value
₹4,650
Closing Date
26 Jun 2026, 11:00 amClosed
AE Civil
SHQ BSF Amritsar
Construction of balance BOP elements at 142 nos Non Composite BOPs where land is more than 03 acres 02 nd Phase SH 20 Nos BOPs under SHQ BSF Amritsar SHQ Ferozepur SHQ Gurdaspur SHQ Abhor of Punjab Ftr SH Consultancy services for Soil investigation
2026_BSF_913838_1
22/Engg(civil)/SHQ-ASR/2026-27
Open Tender
Civil Works
Item Rate
30 days
Campus Khasa
2 documents required · 2 mandatory
₹0
₹4,650
2 Jul 2026
19 Jun 2026
27 Jun 2026
19 Jun 2026
26 Jun 2026
19 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Soil Investigation of SPT Test as per IS: 2131-1981 in ordinary soil consisting of clay/silt/sand or their mixture with shell and auger method 10.0 m depth or refusal whichever is earlier and collection of samples, testing of these samples in laboratory for grain size analysis, Atterberg limits, water content, cohesion angle of internal friction,specific gravity, wet & dry bulk density etc. and evaluation of safe bearing capacity along with strata logs. In case of soil the depth of 10.0M or refusal before in case of gravel and hard rock/strata and provide 02 set of hard copy by stamp & sign (Original) | - | Bore hole | - | - |
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