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Bid Submission Date Range
Tender Value

CTN :43200557 Due date: 29 Dec, 202529 Dec, 2025 69.6 Thousand
Tender For bid to ras providing of hiring of consultants - milestone/deliverable based - soil investigation; soil investigation at awantipur under ge 861 ews; yes; hybrid(as specified in scope of work)

CTN :43207886 Due date: 31 Dec, 202531 Dec, 2025 NA
Tender For corrigendum : providing of custom bid for services - soil investigation

CTN :43122199 Due date: 29 Dec, 202529 Dec, 2025 36.6 Thousand
Tender For bid to ras providing of custom bid for services - soil investigation

CTN :43103193 Due date: 29 Dec, 202529 Dec, 2025 NA
Tender For bid to ras supply of soil investigation -mobilisation and demobilisation of equipments , boring all types of soil upto a depth of 20m , laboratory investigation of samples from nabl acredited laboratory or govt engg collage , recommendation of different types of foundations duly vetted , preparation and submission of soil investigation report 03 set

Central Government / Public Sector

CTN :43111174 Due date: 29 Dec, 202529 Dec, 2025 3.32 Lacs
Tender For corrigendum : providing of custom bid for services - carrying out depth of cover survey, population density survey and soil resistivity survey of jetty pipelines under paradip and vizag marketing terminals

CTN :43343179 Due date: 05 Jan, 202605 Jan, 2026 20.0 Thousand
Tender For providing of custom bid for services - m&l for 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 mtr 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 mtr or refusal before in case of gravel and hard rock/strata and provide 02 set of hard copу with stamp & signature (original) complete all as specified and directed.

CTN :43343182 Due date: 05 Jan, 202605 Jan, 2026 41.0 Thousand
Tender For providing of custom bid for services - conducting of soil investigation of as per relevant is for the name of work as mentioned and complete all as specified and directed including the following:- (a) boring 150 mm dia hole at various locations as shown at site by engineer-in-charge for any kind of soil but excluding rock, collection of undisturbed sample as suitably required at site. conducting standard penetration test (spt) as an interval of 1.50m. (b) up to a depth of 10.00m or refusal - 02 nos. (c) carrying out the following laboratory test on the soil samples as per is codes - per bore hole.

CTN :43343205 Due date: 05 Jan, 202605 Jan, 2026 41.0 Thousand
Tender For providing of custom bid for services - caring out soil investigation as per relevant is for the name of work as mentioned above, complete all as specified and directed including the following :- per bh 2.00 (a) boring 150mm dia hole at various locations as shown at site by engineer-in-charge inany kind of soil excluding rock, collection of undisturbed sample at every 1.00m depth, collection of disturbed sample at suitable required at site. conducting standard penetration test as per relevant is as an interval of 1.50m. up to a depth of 10.00m or re-fusel - 02 nos. but as carrying out the following laboratory tests on the soil samples as per is codes:- per b/h. 02. (b) (i) sieve analyss and hydrometer tests of identification and classification of soil based on properties and grain size. (ii) specific gravity of the soil. (iii) studies of settlement characteristics of soil based on consolidation tests and liquid and plastic limit. (iv) stratification of soil for entire depth of bore log including ground water table location and other properties. evaluation of shear parameters of undisturbed soil samples by adopting direct shear test. (v) nature moisture content (nmc), void ration and porosity, tri-axial and direct shear test and unconfined compression test of undisturbed samples and bulk, submerged and dry density of the soil. (c) compilation of ssi report as per is (viz. filed and laboratory test results, preparation of reports, recommendation for different type of foundations, water table) with clear unambiguous recommendations for types of foundation for all structures with bearing capacity/pile capacities. the recommendations will be duly vetted by the vetting agency as per notes. submission of all report booklets 05 (five) copies with cd 01 (one) copy duly indicting the following:- (i) evaluation of safe bearing capacity of the soil respect to shear failure test and permissible settlement (total and differential) along with recommendation about type of foundation and minimum depth of foundation to be adopted. (ii) evaluation of liquefaction potential. (iii) evaluation of k-value. (iv) specified suggestion if any soil treatment if required below foundation/ground floor/roads and type of treatment to be carried out. (v) bore log diagram duly showing the different layers of strata met along with their depths.

CTN :43343833 Due date: 05 Jan, 202605 Jan, 2026 NA
Tender For supply of soil investigation , plate load test , report submission , mobilisation , preparation of yardstick

CTN :43345128 Due date: 05 Jan, 202605 Jan, 2026 NA
Tender For supply of ordinary portland cement 43 grade confirming to is 8112 in 50 kgs hdpe bags make ambuja oblique acc oblique ultratech oblique jk,fine aggregate sand of best quality confirming to is 383 1970,crushed stone graded aggregate 20mm confirming to is 383 1970,mild steel tmt bar 12 mm dia as per relevant is 1786 2008 make tata oblique sail oblique jindil oblique rinl,mild steel tmt bar 20mm dia as per relevant is 1786 2008 make tata oblique sail oblique jindil oblique rinl,ms binding wire 0 point 90 mm dia confirming to is 280 2006,ms nails size 1inch confirming to is 2366 1983,ms nails size 2 inch confirming to is 2366 1983,ms nails size 3 inch confirming to is 2366 1983,diesel for concrete mixer and dg set,petrol for running of needle vibrater and soil oblique earth compacting machine,multipurpose heavy duty gumboots of reqd size make bata oblique hillson,water proof wooden ply board 8 feet long x 4 feet wide x 12 mm thick confirming to is 1328 1996,multipurpose heavy duty latex rubber hand gloves of reqd size and
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