Soil Investigation and Structural Design URC at Manicktala

Boring of one fifty dia bore hole thirty meter deep in any material other than rock or clean sand including erection of rig at each location for two bore holes each ten meter deep as shown at site and dismanteling after completion Mobilization charges of all tools and plants alongwith accessories for boring one fifty mm dia For ordinary soil at site with necessary shifting etc complete and demobilization after completion Collection of UDS Conducting standard penetration test Conducting of laboratory test on sample after examination of bore log collecting the sample As considered necessary to IS two seven two zero The soil testing agency will submit the following test result as applicable depending on soil profile available and recommendation of Soil engr Nature of Moisture content Natural Bulk density Liquid limit and plastic limit Grain size analysis Un draind Triaxial shear test Unconfined compression test Consolidation Test Specific gravity DFS Test Chemical Test Organic Test Submission of test results and reports four copies including recommendation regarding type of foundation duly vetted by Government Engineering college The rates are inclusive of transport of all necessary equipment plugging and making of bore holes etc Architectural and structural design and detail drgs including vetting of structural design Government Engineering college eighteen meter ten point two meter