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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.2 LAdmitted-Fee/PreQual/Technical/Finance | ₹6.2 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹7.8 LAdmitted-Fee/PreQual/Technical/Finance | ₹7.8 L | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹9.8 LAdmitted-Fee/PreQual/Technical/Finance | ₹9.8 L | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Sakthi Developments Coy L1 | SWAYIN ENGINEERING ASSOCIATES Pvt. Ltd. L3 | GREEN WORLD SOFT TECH L2 |
|---|---|---|---|---|---|---|
| 1.00Geotechnical Investigation on river bed for the Proposed Additional Sulphuric acid barge berth in boat basin area at FACT Cochin Division, Kochi. | ||||||
| 1.01 | Mobilisation of all necessary equipment such as drilling rig, platform pontoon,/ barge, equipment, personnel to site, unload, assemble and anchoring on river, setting up boring rigs and all other in-situ test equipment and ancilliaries etc. demobilizing of the same on completion and removal from site | 1 | LS | 2,00,000 ₹2,00,000 | 2,00,000 ₹2,00,000 | 80,000 ₹80,000 Lowest |
| 1.02 | Shifting and/ or setting charges of pontoon/ barge and rig from one point to another and anchoring in river | 3 | NO | 75,000 ₹75,000 | 30,000 ₹30,000 Lowest | 2,25,000 ₹2,25,000 |
| 1.03 | River bed boring using rotary drilling machine upto 10 m for each bore hole including conducting standard penetration test and collection of samples from split spoon and disturbed samples from soil layers as specified | 3 | EA | 67,500 ₹67,500 Lowest | 1,56,000 ₹1,56,000 | 1,20,000 ₹1,20,000 |
| 1.04 | River bed boring using rotary drilling machine more than 10 m including conducting standard penetration test and collection of samples from split spoon and disturbed samples from soil layers as specified | 60 | M | 1,80,000 ₹1,80,000 | 4,20,000 ₹4,20,000 | 1,20,000 ₹1,20,000 Lowest |
| 1.05 | River bed boring charges for soft rock and very hard laterite strata by using Tungsten carbide bit and diamond bit including collection of core samples with Nx size coring bits including preservation of core samples in standard core boxes as specified. | 6 | M | 18,000 ₹18,000 Lowest | 60,000 ₹60,000 | 60,000 ₹60,000 |
| 1.06 | 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. | 6 | M | 18,000 ₹18,000 Lowest | 60,000 ₹60,000 | 90,000 ₹90,000 |
| 1.07 | Laborartory analysis for all kinds of tests such as bulk, dry density, grain size analysis, hydrometer analysis, atterberg limits, specific gravity, unconfined compression test, triaxial test, consolidation test, direct shear test for soil samples and uniaxial compressive stregth rock collected from each bore | 3 | EA | 30,000 ₹30,000 | 23,331 ₹23,331 Lowest | 75,000 ₹75,000 |
| 1.08 | 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. | 1 | LS | 30,000 ₹30,000 | 27,777 ₹27,777 | 10,000 ₹10,000 Lowest |
Tender Value
Refer Docs
EMD Value
₹12,000
Closing Date
20 Aug 2026, 2:00 pmClosed
NITHIN C S
SM (Projects and Planning), FACT (Cochin Division), Ambalamedu Ernakulam
Geotechnical Investigation on river bed for the Proposed Additional Sulphuric acid barge berth in boat basin area at FACT Cochin Division, Kochi.
2026_FACT_919622_1
04031/2026-2027/E33913 dated 23.07.2026
Open Tender
Civil Works
Item Rate
25 days
AMBALAMEDU
PQ Criteria
7 documents required · 7 mandatory
₹0
₹12,000
Yes
22 Aug 2026
29 Jul 2026
21 Aug 2026
29 Jul 2026
20 Aug 2026
29 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Geotechnical Investigation on river bed for the Proposed Additional Sulphuric acid barge berth in boat basin area at FACT Cochin Division, Kochi. | |||||
| 1.01 | Mobilisation of all necessary equipment such as drilling rig, platform pontoon,/ barge, equipment, personnel to site, unload, assemble and anchoring on river, setting up boring rigs and all other in-situ test equipment and ancilliaries etc. demobilizing of the same on completion and removal from site | 1 | LS | - | - |
| 1.02 | Shifting and/ or setting charges of pontoon/ barge and rig from one point to another and anchoring in river | 3 | NO | - | - |
| 1.03 | River bed boring using rotary drilling machine upto 10 m for each bore hole including conducting standard penetration test and collection of samples from split spoon and disturbed samples from soil layers as specified | 3 | EA | - | - |
| 1.04 | River bed boring using rotary drilling machine more than 10 m including conducting standard penetration test and collection of samples from split spoon and disturbed samples from soil layers as specified | 60 | M | - | - |
| 1.05 | River bed boring charges for soft rock and very hard laterite strata by using Tungsten carbide bit and diamond bit including collection of core samples with Nx size coring bits including preservation of core samples in standard core boxes as specified. | 6 | M | - | - |
| 1.06 | 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. | 6 | M | - | - |
| 1.07 | Laborartory analysis for all kinds of tests such as bulk, dry density, grain size analysis, hydrometer analysis, atterberg limits, specific gravity, unconfined compression test, triaxial test, consolidation test, direct shear test for soil samples and uniaxial compressive stregth rock collected from each bore | 3 | EA | - | - |
| 1.08 | 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. | 1 | LS | - | - |
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