Local Self Government Department has published Conducting Soil Investigation Works For Various Bridges And Culverts In Idukki District. Submission Date for this Tender is 17-06-2021. Investigation service Tenders in Idukki Kerala. Bidders can get complete Tender details and download the document.
Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
1 | 01-Jun-2021 | Tender Notice with instructions to bidders and link to prebid meeting | Other | 10-06-2021 |
2 | 07-Jun-2021 | date corrigendum | Date | 17-06-2021 |
Work Name:PMURKILSGD 2020-21: Conducting soil investigation works for various bridges and culverts in Idukki District | |||||
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Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
1 | 1 | INVESTIGATION WORK | BI01010001010000000000000515BI0100001113 | ||
2 | 1.001 | 56.1.a : Mobilization including transportation of all necessary plan and equipment's and materials of boring field testing and sampling and demobilization after completing the workFor machine boring | BI01010001010000000000000515BI0100001114 | 12 | set |
3 | 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. | BI01010001010000000000000515BI0100001115 | 37 | Nos hole |
4 | 1.003 | 56.10 : Hire charges for providing 2 nos of 2nd Class boat with boatman for erecting the platform over which the boring plant is to be erected, and 1 no of 2nd Class boat with 1 boatman for conveying the departmental staff and labour engaged from the banks to platform and back etc. | BI01010001010000000000000515BI0100001116 | 18 | Day |
5 | 1.004 | 56.9.1 : Erecting platform over 2 nos of 2nd Class Boat USING Mango wood planks of of not less than 30 mm thick, Mango wood joists of 100mm x 70mm at 60cm intervals including labour and hire of all materials and dismantling the platform after completion of work etc complete excluding hire of boats (A Platform of Minimum size 6.00m x 5.00m will be required) | BI01010001010000000000000515BI0100001117 | 390 | sqm |
6 | 1.005 | 56.3.a.1 : Boring with rotary power drilling equipment's inall 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 un disturbed soil samples at 5m.intervals.For ordinary soil. | BI01010001010000000000000515BI0100001118 | 240 | metre |
7 | 1.006 | 56.3.a.2 : Boring with rotary power drilling equipment inall 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 un disturbed soil samples at 5m.intervals.For under water. | BI01010001010000000000000515BI0100001119 | 130 | metre |
8 | 1.007 | 56.3.b.1 : Boring with rotary power drilling equipment inall types of soil having N value less than 50 excluding hard rock soft rock, or medium rock for strata for next 10m upto a depth of 20m including conducting necessary S.P.T and recovery of un disturbed soil samples at 5m.intervals.For ordinary soil | BI01010001010000000000000515BI0100001120 | 240 | metre |
9 | 1.008 | 56.3.b.2 : Boring with rotary power drilling equipment inall types of soil having N value less than 50 excluding hard rock soft rock, or medium rock for strata for next 10m upto depth of 20m including conducting necessary S.P.T and recovery of un disturbed soil samples at 5m.intervals.For under water. | BI01010001010000000000000515BI0100001121 | 130 | metre |
10 | 1.009 | 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. | BI01010001010000000000000515BI0100001122 | 192 | metre |
11 | 1.01 | 56.5.b : Boring through all classes of rock excluding hard rocks having ' N' value greater than 50 using tungsten carbide drilling bit.In water. | BI01010001010000000000000515BI0100001123 | 104 | metre |
12 | 1.011 | 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 and banks of river. | BI01010001010000000000000515BI0100001124 | 148 | metre |
13 | 1.012 | 56.7 : Conducting standard penetration test in bore hole at any depth. | BI01010001010000000000000515BI0100001125 | 111 | each |
14 | 1.013 | 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. | BI01010001010000000000000515BI0100001126 | 7.4 | set |
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