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| # | Company | Amount | Status |
|---|---|---|---|
| 1 | ₹3.3 LAdmitted-Finance | ₹3.3 L | Admitted-Finance |
| 2 | ₹3.5 LAdmitted-Finance | ₹3.5 L | Admitted-Finance |
| Sl No | Description | Qty | Unit | Unitech Land Surveyor And Consultant | Allied Constructions |
|---|---|---|---|---|---|
| 1.00 | Mobilization and demobilization of all relevant Equipment/machinery, T & P required for carrying out bearing capacity test as per direction of Engineer -in-Charge. | 1 | Each Job | 20,000 ₹20,000 Lowest | 50,000 ₹50,000 |
| 2.00 | Sinking boreholes by shell and auger method at different location in the sub soil strata down to 30 m depth or refusal(N>75) whichever is encouraged earlier. Conducting various field operations comprising of carrying out S.P. Test at 1.5 m intervals, collecting disturbed/undisturbed samples from various levels of the sub soil strata, observing ground water table levels if encountered inclusive of conducting all the necessary laboratory tests(Liquid & plastic limits, sieve & hydrometer analysis, bulk and dry density, Natural moisture content, Direct shear test, consolidation test) on disturbed as well as undisturbed samples so as to determine different required engineering properties. 03 Nos Bore hole of 15 mtr depth or upto refusal strata. 03 Nos Borehole of 15.0 m depth or upto refusal strata | 45 | Mtr | 1,17,000 ₹1,17,000 | 45,000 ₹45,000 Lowest |
| 3.00 | Extra for conducting analysis of liquefication potential and preparation of detailed Geotechnical investigation report in accordance with site data, recommended all precautionary measure to be taken at site to mitigate liquefication as per relevant Earthquake Zone as defined in latest IS : 1893 (Part 1), all complete as per direction of Engineer-in-charge. Performing Liquefication analysis | 1 | L.S | 20,000 ₹20,000 Lowest | 20,000 ₹20,000 Lowest |
| 4.00 | Conducting detail structural design of the RCC structure or Pre Fab structure having (G+7) story and foundation as per the detailed architectural drawing supplied to us & as decided by Engineer-in-Charge. Design and foundation for the Structure section to sustain the earthquake vertical and lateral load as per STAAD Analysis. Submission of detailed drawing containing relevant sections, plan etc and all details required for the good for construction of RCC structure. The change in design shall be carried out free of cost as per site requirement. Preparation of Detailed Estimate base on DSR 2023 & detailed architectural plan. Building specification & CPWD guideline complete and including Vetting of structural design & drawing from Govt. Engg College. NIT/IIT including vetting certificate complete as per direction of Engineer in Charge. 686.00 Sqm | 686 | sqm | 1,75,616 ₹1,75,616 Lowest | 2,33,240 ₹2,33,240 |
Tender Value
₹3.5 L
EMD Value
₹7,013
Closing Date
4 May 2026, 12:00 pmClosed
Dy Commandant (Works)
IG (HQ) FHQ BSF NEW DELHI
C/O 40 Bedded Mahila Barrack at Bn HQ Doiwala BIAAT Dehradun SH Carry Out Safe Bearing Capacity Test Detailed Building Design and Preparation of Detailed Estimate
2026_BSF_906271_1
08/NIT/NRB/CO-W/IG(HQ)/2025-26
Open Tender
Civil Works
Works
15 days
Dehradun BSF Campus
Please refer Tender documents.
9 documents required · 9 mandatory
₹0
₹7,013
11 May 2026
23 Apr 2026
5 May 2026
23 Apr 2026
4 May 2026
23 Apr 2026
23 Apr 2026 - 4 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Mobilization and demobilization of all relevant Equipment/machinery, T & P required for carrying out bearing capacity test as per direction of Engineer -in-Charge. | - | Each Job | - | - |
| 2 | Sinking boreholes by shell and auger method at different location in the sub soil strata down to 30 m depth or refusal(N>75) whichever is encouraged earlier. Conducting various field operations comprising of carrying out S.P. Test at 1.5 m intervals, collecting disturbed/undisturbed samples from various levels of the sub soil strata, observing ground water table levels if encountered inclusive of conducting all the necessary laboratory tests(Liquid & plastic limits, sieve & hydrometer analysis, bulk and dry density, Natural moisture content, Direct shear test, consolidation test) on disturbed as well as undisturbed samples so as to determine different required engineering properties. 03 Nos Bore hole of 15 mtr depth or upto refusal strata. 03 Nos Borehole of 15.0 m depth or upto refusal strata | - | Mtr | - | - |
| 3 | Extra for conducting analysis of liquefication potential and preparation of detailed Geotechnical investigation report in accordance with site data, recommended all precautionary measure to be taken at site to mitigate liquefication as per relevant Earthquake Zone as defined in latest IS : 1893 (Part 1), all complete as per direction of Engineer-in-charge. Performing Liquefication analysis | - | L.S | - | - |
| 4 | Conducting detail structural design of the RCC structure or Pre Fab structure having (G+7) story and foundation as per the detailed architectural drawing supplied to us & as decided by Engineer-in-Charge. Design and foundation for the Structure section to sustain the earthquake vertical and lateral load as per STAAD Analysis. Submission of detailed drawing containing relevant sections, plan etc and all details required for the good for construction of RCC structure. The change in design shall be carried out free of cost as per site requirement. Preparation of Detailed Estimate base on DSR 2023 & detailed architectural plan. Building specification & CPWD guideline complete and including Vetting of structural design & drawing from Govt. Engg College. NIT/IIT including vetting certificate complete as per direction of Engineer in Charge. 686.00 Sqm | - | sqm | - | - |
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