Tender For General-Soil Investigation And Structural Design For The Construction Of Modern Mortuary Complex And Retaining Wall At District Hospital Mananthavady-Soil Investigation And Structural Design For The Construction Of Modern Mortuary Complex-, Ernakulam-Kerala
TDR : 56193035
Tender Notice
BOQ
7 Days Left
Ernakulam
Kerala
Tender For General-Soil Investigation And Structural Design For The Construction Of Modern Mortuary Complex And Retaining Wall At District Hospital Mananthavady-Soil Investigation And Structural Design For The Construction Of Modern Mortuary Complex-
Name of Work:- GENERAL-Soil Investigation and structural design for the construction of Modern Mortuary Complex and retaining wall at District hospital Mananthavady-Soil Investigation and structural design for the construction of Modern Mortuary Complex-Investigation Work
Sl. No.
Item Description
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Structural Design
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56.18.1:Structural design of building up to 1000 m2
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Soil Investigation
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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
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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.
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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.
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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.
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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
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56.7:Conducting standard penetration test in bore hole at any depth.
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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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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. Please Enable Macros to View BoQ information
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