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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 LAccepted-AOC | ₹1.4 L | L1 | Accepted-AOC Agreement executed |
| 2 | L2₹1.8 LRejected-AOC | ₹1.8 L | L2 | Rejected-AOC Rejected |
| 3 | L3₹1.9 LRejected-Finance | ₹1.9 L | L3 | Rejected-Finance Higher amount quoted |
| Sl No | Description | Qty | Unit | JAMSHAD NASEERI P.K L2 | ABU THAHIR L3 | UNIVERSAL CONSTRUCTION L1 |
|---|---|---|---|---|---|---|
| 1.00Investigation | ||||||
| 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 | 35,000 ₹35,000 | 40,000 ₹40,000 | 8,000 ₹8,000 |
| 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. | 3 | Bore Holes | 3,000 ₹9,000 | 3,000 ₹9,000 | 2,200 ₹6,600 |
| 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. | 45 | metre | 923 ₹41,535 | 1,000 ₹45,000 | 650 ₹29,250 |
| 1.00 | 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 | 9 | metre | 2,400 ₹21,600 | 2,000 ₹18,000 | 2,400 ₹21,600 |
| 1.00 | 56.12.b:Total station surveying and preparation of site plan - Plain built up area with hindrance to line of sight due to buildings/structures. | 0.3 | Hectare | 10,000 ₹3,000 | 10,000 ₹3,000 | 8,999 ₹2,699.70 |
| 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. | 9 | metre | 5,000 ₹45,000 | 5,000 ₹45,000 | 4,941 ₹44,469 |
| 1.01 | 56.7:Conducting standard penetration test in bore hole at any depth. | 36 | each | 200 ₹7,200 | 300 ₹10,800 | 125 ₹4,500 |
| 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. | 36 | each | 10 ₹360 | 50 ₹1,800 | 300 ₹10,800 |
| 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. | 27 | each | 60 ₹1,620 | 50 ₹1,350 | 48 ₹1,296 |
Tender Value
₹1.8 L
EMD Value
₹4,415
Closing Date
17 Feb 2026, 5:00 pmClosed
Assistant Executive Engineer
Office of the Assistant Executive Engineer, PWD Building Subdivision, Koyilandy
Soil Investigation work
2026_PWD_825269_4
PWD/2025-26/D1/BSDKYL/29
Open Tender
Civil Works - Buildings
90 days
Balussery
Please refer Tender documents.
10 documents required · 10 mandatory
₹555
Yes
₹4,415
Yes
19 Mar 2026
10 Feb 2026
20 Feb 2026
10 Feb 2026
17 Feb 2026
10 Feb 2026
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
56.2.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.
56.5.a:Boring through all classes of rock excluding hard rocks having N value greater than 50 using tungsten carbide drilling bit - In land
56.12.b:Total station surveying and preparation of site plan - Plain built up area with hindrance to line of sight due to buildings/structures.
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.
56.7:Conducting standard penetration test in bore hole at any depth.
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.
56.8: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.
15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.
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.
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