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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.8 LAccepted-AOC | ₹6.8 L | L1 | Accepted-AOC L1 |
| 2 | L2₹7.2 LRejected-AOC | ₹7.2 L | L2 | Rejected-AOC L2 |
| 3 | L3₹7.2 LRejected-Finance | ₹7.2 L | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | Esteem Developers (P) Limited L3 | JAMSHAD NASEERI P.K L2 | PRASANNA C M L1 |
|---|---|---|---|---|---|---|
| 1.00Soil investigation | ||||||
| 1.00 | 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 | 1 | set | 90,000 ₹90,000 | 40,000 ₹40,000 | 82,000 ₹82,000 |
| 1.00 | 56.17.1:Providing access to the site,clearing site and making good to erecting and conducting soil testing transfers within the site and for any other temporary arrangements to be erected within the area in connection with conducting soil testing. | 500 | sqm | 1 ₹500 | 29 ₹14,500 | 5 ₹2,500 |
| 1.00 | 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. | 15 | Bore Holes | 6,000 ₹90,000 | 3,000 ₹45,000 | 23,000 ₹3.5 L |
| 1.00 | 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. | 150 | metre | 300 ₹45,000 | 1,400 ₹2.1 L | 100 ₹15,000 |
| 1.00 | 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. | 132 | metre | 50 ₹6,600 | 10 ₹1,320 | 1 ₹132 |
| 1.01 | 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. | 60 | metre | 4,500 ₹2.7 L | 4,800 ₹2.9 L | 500 ₹30,000 |
| 1.01 | 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. | 150 | metre | 10 ₹1,500 | 10 ₹1,500 | 1 ₹150 |
| 1.01 | 56.8:Recovering disturbed samples and preserving the same in air tight sample containers including waxing labelling packing storing including cost of containers as per IS Code. | 139 | each | 10 ₹1,390 | 63 ₹8,757 | 10 ₹1,390 |
| 1.01 | 56.6:Recovering undisturbed soil samples using thin tube sampler of 75mm.to 100mm length internal dia 500mm length conforming to relevant IS Code at any required depth including clearing the bore hole etc complete. | 100 | each | 10 ₹1,000 | 10 ₹1,000 | 10 ₹1,000 |
Tender Value
₹9.8 L
EMD Value
₹24,530
Closing Date
25 Feb 2026, 11:00 amClosed
ASSISTANT EXECUTIVE ENGINEER
ASSISTANT EXECUTIVE ENGINEER PWD BUILDINGS SUB DIVISION THALASSERY
GENERAL-(SASCI) Scheme 2025-26 Soil investigation work for Construction of Global Art Convergence Centre at Kannur-Kannur district-General Civil Work
2026_PWD_837581_1
PWD/BLDG/TR/1428/2026_5_1_1/1
Open Tender
Civil Works - Buildings
90 days
Dharmadam
Please refer Tender documents.
12 documents required · 12 mandatory
₹2,165
Yes
₹24,530
Yes
12 Mar 2026
18 Feb 2026
27 Feb 2026
18 Feb 2026
25 Feb 2026
18 Feb 2026
Soil investigation
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
56.17.1:Providing access to the site,clearing site and making good to erecting and conducting soil testing transfers within the site and for any other temporary arrangements to be erected within the area in connection with conducting soil testing.
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.
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.
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.
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.
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.
56.8:Recovering disturbed samples and preserving the same in air tight sample containers including waxing labelling packing storing including cost of containers as per IS Code.
56.6:Recovering undisturbed soil samples using thin tube sampler of 75mm.to 100mm length internal dia 500mm length conforming to relevant IS Code at any required depth including clearing the bore hole etc complete.
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
56.7:Conducting standard penetration test in bore hole at any depth.
56.12.a:Total station surveying and preparation of site plan - Plain and open area without hindrance to line of sight with 1 m contour intervals , with 5m x 5m interval.
56.11.a:Compilation of all field data with recommendation for a suitable foundation after conducting necessary lab test (report in triplicate) - Machine boring for 5 bore holes.
56.11.c:Compilation of all field data with recommendation for a suitable foundation after conducting necessary lab test (report in triplicate) - Machine boring - Extra for additional set for bore holes exceeding 5 nos.
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