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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.6 LAccepted-AOC | 1 | Accepted-AOC First lowest | |
| 2 | 2₹1.7 L+₹12,967.45 (8.04%)Rejected-AOC | 2 | Rejected-AOC Second lowest |
Tender Value
₹1.8 L
EMD Value
₹4,534
Closing Date
27 Jan 2026, 2:00 pmClosed
Assistant Executive Engineer
Assistant Executive Engineer PWD Buildings Sub Division Shoranur
GENERAL-Soil investigation work -- Construction of new Court complex building at kanniyampuram Ottapalam-work-General Civil Work
2026_PWD_828468_1
D2/eTN/16/2025-26
Open Tender
Civil Works - Buildings
Percentage
90 days
Shoranur
Please refer Tender documents.
10 documents required · 10 mandatory
₹555
Yes
₹4,534
Yes
10 Jun 2026
17 Jan 2026
29 Jan 2026
17 Jan 2026
27 Jan 2026
17 Jan 2026
Soil investigation work - Construction of new Court complex building at kanniyampuram Ottapalam
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
2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared
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.
56.7:Conducting standard penetration test in bore hole at any depth.
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.
56.8: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.
56.12.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.
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