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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹1.6 L+₹2,532.97 (1.63%)Rejected-AOC SANTHOSH BHAVAN PADAMUGAL KOCHI PIN 682030 | KOCHI | ERNAKULAM | KERALA | 682030 | L2 | Rejected-AOC L2 | |
| 3 | L3₹1.8 L+₹25,526.02 (16.5%)Rejected-AOC | L3 | Rejected-AOC L3 | |
| 4 | Not Admitted-Fee/PreQual/Technical/Finance | - | Not Admitted-Fee/PreQual/Technical/Finance Others-This tenderer not submitted the relevant documents of experience for 3 years in investigation works as per the tender condition,hence not admitted. | |
| 5 | Not Admitted-Fee/PreQual/Technical/Finance C5 GOOD EARTH HAVELI PERIKKAD EROOR WEST THRIPPUNITHURA ERNAKULAM PIN 682306 | THRIPPUNITHURA | ERNAKULAM | KERALA | 682306 | - | Not Admitted-Fee/PreQual/Technical/Finance Others-This tenderer not submitted the relevant documents of experience for 3 years in investigation works as per the tender condition,hence not admitted. |
Tender Value
₹2.0 L
EMD Value
₹4,909
Closing Date
16 Jun 2026, 11:00 amClosed
The Executive Engineer
O/o The Executive Engineer, PWD RIQCL,Ernakulam
mobilization of tools and plants soil investigation of 3boreholes with depth 40m in all class of soil soft rock hard rock conduction of SPT and collection of samples for lab test The submissionof soil report by compilation including recommendation
2026_PWD_854681_1
PWD/DE/TR/8918/2026_3_1_1/1
Open Tender
Civil Works - Others
Percentage
60 days
Eriyad Kodungallur
Please refer Tender documents.
11 documents required · 11 mandatory
₹555
₹4,909
6 Jul 2026
6 Jun 2026
18 Jun 2026
6 Jun 2026
16 Jun 2026
6 Jun 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Soil Investigation works | |||||
| 1.001 | 56.1.a:Mobilization including transportation of all necessary plant and equipment's and materials of boring, field testing and sampling and demobilization after completing the work - For machine boring | - | set | 15,798 | - |
| 1.002 | 56.2.a:Setting up boring at each bore hole locations including carrying all necessary plant, equipment and materials of boring and field tests and collection of samples at each bore hole location - For machine boring. | - | Bore Holes | 3,000 | - |
| 1.003 | 56.3.a.1:Boring with rotary power drilling equipment's in - all types of soil having N value less than 50 excluding hard rock, soft rock or medium rock for strata upto 10m including conducting necessary S.P.T and recovery of undisturbed soil samples at 5m intervals - For ordinary soil. | - | metre | 923 | - |
| 1.004 | 56.3.b.1:Boring with rotary power drilling equipment's in - all types of soil having N value less than 50 excluding hard rock, soft rock or medium rock for strata next 10m and upto a depth of 20m including conducting necessary S.P.T and recovery of undisturbed soil samples at 5m intervals - For ordinary soil. | - | metre | 1,025 | - |
| 1.005 | 56.3.c.1:Boring with rotary power drilling equipment's in - all types of soil having N value less than 50 excluding hard rock, soft rock or medium rock for strata next 10m and upto a depth of 30m including conducting necessary S.P.T and recovery of undisturbed soil samples at 5m intervals - For ordinary soil. | - | metre | 1,050 | - |
| 1.006 | 56.3.d.1:Boring with rotary power drilling equipment's in - all types of soil having N value less than 50 excluding hard rock, soft rock or medium rock for strata above 30m depth including conducting necessary S.P.T and recovery of undisturbed soil samples at 5m intervals - For ordinary soil. | - | metre | 1,100 | - |
| 1.007 | 56.5.a:Boring through all classes of rock excluding hard rocks having N value greater than 50 using tungsten carbide drilling bit - In land | - | metre | 2,401 | - |
| 1.008 | 56.4:Boring through all type of hard rock or similar refusal strata of N value greater than 50 using diamond core drilling bit for in land under water and banks of river. | - | metre | 4,941 | - |
| 1.009 | 56.7:Conducting standard penetration test in bore hole at any depth. | - | each | 203 | - |
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