Loading…
Loading…
| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical ok |
| 2 | Accepted-Technical 18 SAMMAN BAZAR BHOGAL BHOGAL SOUTH DELHI DELHI 110014 | SOUTH EAST DELHI | DELHI | 110014 | Accepted-Technical ok |
| 3 | Not Admitted-Fee/PreQual/Technical | Not Admitted-Fee/PreQual/Technical Others-Receipt of deposition of original EMD not submitted by contractor. |
Tender Value
₹2.8 L
EMD Value
₹5,557
Closing Date
18 Feb 2026, 6:00 pmClosed
AC (Works) Ftr HQ BSF Guwahati
IG FTR HQ BSF Guwahati
CO Deficient elements at PAR with Composite BOP at BOP Kedar of 31 Bn BSF Now 89 Bn under SHQ BSF Dhubri SH Soil Investigation and Structural Design 3D View Sectional 3D View
2026_BSF_897666_1
37/NIT/BSF/ GHTY / Engg/ 2025-26
Open Tender
Civil Works - Buildings
Item Rate
30 days
AOR of under SHQ BSF Dhubri
Please refer Tender documents.
9 documents required · 9 mandatory
₹0
₹5,557
5 Mar 2026
9 Feb 2026
20 Feb 2026
9 Feb 2026
18 Feb 2026
9 Feb 2026
9 Feb 2026 - 18 Feb 2026
Soil investigation by boring up to 15.00 mtrs depth in all type of soil/rock strata at various location, performing SPT at 1.50 mtr interval as per IS 2131-1981. Collection of disturbed/ undisturbed soil samples of different strata of soil as per direction of Engineering-in-Charge. Visual and engineering classification sieve analysis and hydrometer analysis, liquid, plastic and shrinkage limits, specific gravity, chemical analysis and free swell index determination laboratory test to be performed on disturbed and undisturbed soil sample. Bulk density, moisture content, direct shear test, unconfined compression test one dimensional consolidation test and triaxial shear test (un-consolidation, un-drained, consolidation- un-drained test with measurement of pore water pressure, consolidated drained) laboratory test to performed on undisturbed soil sample. Visual classification water- absorption slope durability, porosity and density, unconfirmed compression test (Both at saturated and in situ water-contest), rock modulus of elasticity and Poisson's ration, Brazilian tensile-strength and point load-strength index laboratory test to be performed on rock samples. Submission of all test reports along with safe bearing capacity of Soil at different levels- in triplicate.
Providing consultancy for structural analysis and design for RCC framed structure with design of M S Tubular truss including purlins etc, which includes structural design philosophy, Structural design and preparation of working structural drawings with full structural detailing of all structural members i.e foundation/ footings columns beams and other joinery details etc including submission of input data, analysis, BOQ (as per latest DSR) and design data, including structural drawings 4 nos (Al size). set of all structural drawing, along with soft copy and 30 detail architectural including single line diagram electrical wiring and installation (Interior & Exterior) of design will be handed over to the department as per direction of Engineering-In- Charge. The structural drawing/ design shall be got vetted from any IIT/NIT or Govt Engineering college as approved by Engineer-In-Charge and vetted charges shall have to be pay/ attended by consultant. However, consultant has to properly coordinate with the Institute to get the design drawings vetted. Any charges/ corrections asked by Institute shall have also to be attended by the consultant till final drawings for construction duly vetted by institute are not issued.
stage.html
html • 0.02 MB
tech_bid_open.pdf
tech_eval.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 • 1.20 MB
BOQ_943545.xls
BOQ • 0.32 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 .