Loading…
Loading…
Tender ID
Tender Value
Refer Docs
EMD Value
₹7,013
Closing Date
25 Mar 2026, 12:00 pmClosed
2IC(Works)
IG (HQ) FHQ BSF New Delhi
Construction of 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_902779_1
08/NIT/NRB/CO-W/IG(HQ)/2025-26
Open Tender
Civil Works - Buildings
Item Rate
15 days
BSF Campus
As per tender documents
2 documents required · 2 mandatory
₹0
₹7,013
27 Mar 2026
18 Mar 2026
27 Mar 2026
18 Mar 2026
25 Mar 2026
18 Mar 2026
Mobilization and demobilization of all relevant Equipment/machinery, T & P required for carrying out bearing capacity test as per direction of Engineer -in-Charge.
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
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
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
stage.html
html • 0.01 MB
tech_bid_open.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 1.23 MB
BOQ_948890.xls
BOQ • 0.31 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .