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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.0 LAccepted-Finance SANTHOSH BHAVAN PADAMUGAL KOCHI PIN 682030 | KOCHI | ERNAKULAM | KERALA | 682030 | L1 | Accepted-Finance L1 | |
| 2 | L2₹2.1 L+₹9,845 (4.81%)Accepted-Finance | L2 | Accepted-Finance L2 |
Tender Value
₹2.7 L
EMD Value
₹6,674
Closing Date
12 Jun 2024, 11:00 amClosed
Executive Engineer
PWD Buildings Division Kottayam
The estimate is prepared for the soil investigation work for the construction of a new building for Police Station, Changanassery in Changanassery LA Constituency as per Budget 2023-2024.
2024_PWD_674344_1
PWD/BLDG/TR/2509/2024_3_1_1/2
Open Tender
Civil Works - Buildings
Item Rate
90 days
Changanassery
Please refer Tender documents.
8 documents required · 8 mandatory
₹590
₹6,674
22 Jun 2024
5 Jun 2024
14 Jun 2024
5 Jun 2024
12 Jun 2024
5 Jun 2024
Amount
Soil investigation works and Total station survey
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.
56.3.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.
56.3.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.
56.3.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.
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
56.11.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.
56.17.1: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.
56.7:Conducting standard penetration test in bore hole at any depth.
Paul Alias
Bidder Name
AA AND S CONSTRUCTIONS
Paul Alias
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