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INDIAN ARMY has floated a tender for SOIL INVESTIGATIGATION, Digital Soil Testing and Fertilizer Recommendation Machine, Qty: 384. The project location is Ernakulam, Kerala, India. The reference number is - and it is closing on 14 Nov 2026. Suppliers can request Register free of cost to get the complete Tender details and download the document.
Procurement Summary
State: Kerala
Summary: SOIL INVESTIGATIGATION, Digital Soil Testing and Fertilizer Recommendation Machine, Qty: 384
Deadline: 14 Nov 2026
Posting Date: 04 Nov 2026
Other Information
Notice Type: Tender
TOT Ref.No.: 151992103
Document Ref. No.: Login to see detail
Financier: Self Financed
Purchaser Ownership: Public
Document Fees: Refer Document
Tender Value: Refer Document
EMD: ₹ 55755
Purchaser's Detail
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Documents
| # | Title | Description | Qty | Unit | Delivery (Days) |
|---|---|---|---|---|---|
| 1 | Soil investigation in the proposed locations for different works at NAD Alwaye TS K and WED and submission of detailed soil investigation report as details mentioned below | Soil investigation in the proposed locations for different works at NAD Alwaye TS K and WED and submission of detailed soil investigation report as details mentioned below Mobilisation of boring equipment for soil investigation and demobilisation of equipment after completion of work for the following work sites | 1 | Job | 45 |
| 2 | Small Arms workshop Armoury at NAD Alwaye | Small Arms workshop Armoury at NAD Alwaye | 1 | LS | 45 |
| 3 | 03 no watch towers at TS K 03 watch towers in same area but different locations | 03 no watch towers at TS K 03 watch towers in same area but different locations | 1 | LS | 45 |
| 4 | 03 no watch towers at WED 3 watch towers in same area but different locations | 03 no watch towers at WED 3 watch towers in same area but different locations | 1 | LS | 45 |
| 5 | Boring thorugh all type of soil below the ground level conducting standard penetration test and collection of sample upto depth of 30m | Boring thorugh all type of soil below the ground level conducting standard penetration test and collection of sample upto depth of 30m by drilling of bore holes of dia 150mm and location as per IS 1892 1979 Reaffirmed 2022 collecting samples of disturbed and undisturbed soil sample at 1 5 mtr in interval and at every change of strata. Drilling for 3 mtr depth inside the rock is essential to ensure that boulders | 1 | Job | 45 |
| 6 | Small Arms workshop Armoury at NAD Alwaye 5 bore holes | Small Arms workshop Armoury at NAD Alwaye 5 bore holes | 150 | RM | 45 |
| 7 | 03 no watch towers at TS K 3 bore holes | 03 no watch towers at TS K 3 bore holes | 90 | RM | 45 |
| 8 | 03 no watch towers at WED 03 bore holes | 03 no watch towers at WED 03 bore holes | 90 | RM | 45 |
| 9 | Laboratory investigation FROM nabl Accredited laboratory | Laboratory investigation from NABL Accredited laboratory Govt Eng colleges for the following work sites The soil samples be tested in the laboratory | 1 | JOB | 45 |
| 10 | Small Arms workshop Armoury at NAD Alwaye | Small Arms workshop Armoury at NAD Alwaye | 5 | Per bore hole | 45 |
| 11 | 03 no watch towers at TS K | 03 no watch towers at TS K | 3 | Per bore hole | 45 |
| 12 | 03 no watch towers at WED | 03 no watch towers at WED | 3 | Per bore hole | 45 |
| 13 | Recommendation of different type of foundation for the upcoming Structures by a geotechnical consultant and report duly vetted by Govt Eng college for the following work sites | Recommendation of different type of foundation for the upcoming Structures by a geotechnical consultant and report duly vetted by Govt Eng college for the following work sites | 1 | Job | 45 |
| 14 | Small Arms workshop Armoury at NAD Alwaye Framed Construction in G 1 configuration | Small Arms workshop Armoury at NAD Alwaye Framed Construction in G 1 configuration | 1 | Job | 45 |
| 15 | 03 no watch towers at TS K Framed Construction in G plus 3 configuration | 03 no watch towers at TS K Framed Construction in G 3 configuration | 1 | Job | 45 |
| 16 | 03 no watch towers at WED Framed Construction in G plus 3 configuration | 03 no watch towers at WED Framed Construction in G plus 3 configuration | 1 | Job | 45 |
| 17 | Preparation and submission of soil investigation, report which includes lab testing results and field investing Data | Preparation and submission of soil investigation, report which includes lab testing results and field investing Data s bore logs etc and safe bearing capacity of soil pile capacity for the proposed structures for the following work sites | 1 | Job | 45 |
| 18 | Small Arms workshop Armoury at NAD Alwaye Framed Construction in G plus 1 configuration | Small Arms workshop Armoury at NAD Alwaye Framed Construction in G plus 1 configuration | 1 | Job | 45 |
| 19 | 03 no watch towers at TS K Framed Construction in G 3 configuration | 03 no watch towers at TS K Framed Construction in G 3 configuration | 1 | Job | 45 |
| 20 | 03 no watch towers at WED Framed Construction in G 3 configuration | 03 no watch towers at WED Framed Construction in G plus 3 configuration | 1 | Job | 45 |
| 21 | Excavation of trial pit upto 3m depth having size 1 2m 1 2m | Excavation of trial pit upto 3m depth having size 1 2m 1 2m for collecting 3nos UDS sample including the test | 1 | Job | 45 |
| 22 | Road at demolition ground NAD Alwaye | Road at demolition ground NAD Alwaye | 9 | Each | 45 |
| 23 | Road at TS K | Road at TS K | 3 | Each | 45 |
| 24 | Conducting Lab California Bearing Ratio CBR test Soaked un soaked as per IS 2720 part 16 1987 | Conducting Lab California Bearing Ratio CBR test Soaked un soaked as per IS 2720 part 16 1987 | 1 | Job | 45 |
| 25 | Road at demolition ground NAD Alwaye | Road at demolition ground NAD Alwaye | 9 | No | 45 |
| 26 | Road at TS K | Road at TS K | 3 | No | 45 |
| 27 | Design recommendation of thickness of flexible pavement as per relevant IRC code tabulation of results submitting four hard copies of pavement design test results | Design recommendation of thickness of flexible pavement as per relevant IRC code tabulation of results submitting four hard copies of pavement design test results | 1 | Job | 45 |
| 28 | Road at demolition ground NAD Alwaye Paver block road | Road at demolition ground NAD Alwaye Paver block road | 1 | per job | 45 |
| 29 | Road at TS K paver block road | Road at TS K paver block road | 1 | per job | 45 |
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