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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 2 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 3 | Admitted-Fee/PreQual/Technical/Finance NO 9 OFFICERS COLONY AYYA DWARAGA 100 FEET BYE PASS ROAD VELACHERY CHENNAI 600 042 | CHENNAI | CHENNAI | TAMIL NADU | 600042 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 5 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
Refer Docs
EMD Value
₹5,000
Closing Date
17 Dec 2025, 2:00 pmClosed
NITHIN C S
SM (Projects and Planning), FACT (Cochin Division), Ambalamedu Ernakulam
Geotechnical Investigation for the Proposed Additional NP Equalization pit at FACT Cochin Division, Kochi.
2025_FACT_889259_1
04031/2025-2026/E32667 dated 10-12-2025
Open Tender
Civil Works
Item Rate
20 days
AMBALAMEDU
As per PQ Criteria
7 documents required · 7 mandatory
₹0
₹5,000
Yes
17 Dec 2025
10 Dec 2025
17 Dec 2025
10 Dec 2025
17 Dec 2025
10 Dec 2025
Geotechnical Investigation for the Proposed Additional NP Equalization pit at FACT Cochin Division, Kochi.
Mobilisation of all necessary equipment and personnel at the proposed location including setting up of equipment at various test locations, shifting from one location to the next location and dismantling, demobilising the same after completion of work.
Boring 150mm minimum diameter bore holes through different strata except boulders and hard rock including conducting standard penetration test and collection of samples from split spoon and disturbed samples from soil layers as specified: From Ground level up to 10m depth.
Boring 150mm minimum diameter bore holes through different strata except boulders and hard rock including conducting standard penetration test and collection of samples from split spoon and disturbed samples from soil layers as specified: From 10m to 20m depth below Ground level.
Boring 150mm minimum diameter bore holes through different strata except boulders and hard rock including conducting standard penetration test and collection of samples from split spoon and disturbed samples from soil layers as specified: Beyond 20m depth below Ground level.
Drilling through hard rock/ boulders using Rotary Drilling and collection of core samples with Nx size coring bits including preservation of core samples in standard core boxes as specified.
Determination of ground water level and collection of water samples as specified or as directed by the Engineer-in-charge.
Collection of undisturbed soil samples including sealing the sampling tube, handling, transportation, etc. complete.
Natural moisture content
Bulk and dry density test.
Grain size analysis. Sieve analysis.
Hydrometer analysis.
Atterberg limits
Specific gravity
Unconfined compression test
Tri-axial (CD) test
Consolidation test.
Direct shear test
Uniaxial Compressive Strength of Rock
Chemical analysis of ground water samples including determination of sulphate, chloride, carbonate, PH value, etc
Chemical analysis on soil samples to determine sulphate, chloride, carbonate, PH value, etc.
Submission of final soil investigation report (5 copies) outlining the complete investigation works with the analysis of results, bore log details and recommendations for the foundation systems, etc. as specified, duly certified by competent Geotechnical Engineer as defined in specific requirement of work.
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