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Quantitative Risk Assessment Tenders

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Bid Submission Date Range
Tender Value

Central Government/Public Sector

CTN :44704726 Due date: 23 Apr, 202623 Apr, 2026 NA
Tender For corrigendum : providing consultancy services for preparation of hazop study report quantitative risk assessment qra report and disaster management plan dmp for oil terminals of cochin port authority viz ntb-stb q3-q4 ncb and cot in line with the requirement of peso

Central Government/Public Sector

CTN :44822333 Due date: 30 Apr, 202630 Apr, 2026 39.17 Lacs
Tender For corrigendum : providing of custom bid for services - hiring of services for quantitative risk assessment (qra)

CTN :44842142 Due date: 01 May, 202601 May, 2026 NA
Tender For supply of "dye penetrant test (liquid penetration examination) and ratio of by volume between penetrant, cleaner & developer shall be 1:3:2 as per rdso specification no-m&c/ndt/105/2001" as per annexure schedule attached --.shelf life 12-18 months. [ warranty period: 30 months after thedate of delivery ]

CTN :44305169 Due date: 02 Apr, 202602 Apr, 2026 10.50 Lacs
Tender For corrigendum : providing of custom bid for services - cpclv26066 carrying out quantitative risk assessment (qra) study of manali refinery, based on revised oil industry safety directorate (oisd) standard-118-layouts for oil and gas installations

CTN :44456345 Due date: 28 Mar, 202628 Mar, 2026 NA
Tender For tender for supply of m soil investigation : : -obalisation of necessary eqpt and man power to the project site and dismantling of the same of completion of field work from the site , provision of two bore hole of 150 mm dia in any type of soil upto max 10 mtr or upto refusal n 100 whichever meet first conducting standard penetration test as per is 2131 1981 reaffirmed 2016 test shall be made at not more than 1 50 mtr interval or on change of strata whichever is less , conducting following lab test on bore collected soil sample i direct triaxial shear test ii grain distribution curves & pattern in bore holes iii bulk density iv natural moisture content v dry density vi water table vii specific gravity viii atterberg limit ix hydrometer analysis x liquid & plastic limit xi swelling index , collection of lab test data calculation of gross and net safe bearing capacity and preparation of report on minimum 80 gsm a4 size white paper duly spiral bound in quintuplet duly vetted by any iit nit vetting shall not be in the personal capacity of the professor for foundation report shall recommend type of foundation and sizes at different depths below ngl including size gross and net safe bearing capacity , i photographic record of geo exploration as well as testing shall also part of the report ii recommendation as regards possibility of liquefaction of soil in case of saturated or partially saturated loose uncompacted sandy soil iii swelling index and swelling pressure in respect of black cotton soil and its depth layer if any iv depth of gr water table gwt in peak mansoon lowest and peak summer highest after correlation of result with seasonal of water table in the station v recommendation for filling under floors vi rl of ground level foundation level with ref to a bm should invariably be mentioned in the soil investigation report
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