Bids Are invited for Soil Testing
Tender Overview
Project Description
Bids Are invited for Mobilzation Transportation Erection And Dismantling Of All Required Equipment As Per Specification Attached - Mobilization Transportation Erection & Dismantling Of All Required Equipment At Proposed Site Including Deployment Of Shifted & Suitable Personal For Effective Soil Investigation As Directed , Carrying Out Soil Investigation In 150Mm Dia Bore Hole Minimum Upto 10M Depth As Per Relevant Is Codes Complete All As Specified And Directed - Carrying Out Soil Investigation As Per Relevant Is Codes Complete All As Specified And Directed Including The Following Boring 150Mm Dia Bore Hole Upto Minimum Depth Of 10M At Various Location As Shown At Site By Engr In Charge In Any Kind Of Soil But Excluding Rock Collection Of Disturbed S Le At Every 1M Depth Collection Of Disturbed S Le At Suitable Depth As Required At Site Conducting Standard Penetration Test As Per Relevant Is At An Interval Of One & Half Metre As Under Upto A Depth Of 10M , Carrying Out Following Laboratory Tests On The Soil S Les As Per Is Codes Seive Analysis And Hydrometer Tests On Soil Properties Liquification Analysis Etc As Per Specification Attached - Carrying Out Following Laboratory Tests On The Soil S Les As Per Is Codes Seive Analysis And Hydrometer Tests For Indentification And Classification On Soil Properties And Grain Size Specific Gravity Of The Soil Studies Of Settlement Characteristics Of Soil Based On Consolidation Tests And Liquid And Plastic Limit Stratification Of Soil For Entire Depth Of Bore Log Including Ground Water Table Locations And Other Properties Evaluation Of Shear Strength Parameters Of Undisturbed Soil S Les By Adopting Direct Shear Test Natural Moisture Content Void Ratio And Porosity Tri-Axial And Direct Shear Test And Unconfined Compression Test Of Undisturbed S Les And Bulk Submerged And Dry Density Of The Soil , Preparation Of Report As Per Relevant Is Code And Test Result Submission Of All Report Booklets Five Copies With Cd 01 Copy As Per Specification Attached - Preparation Of Report As Per Relevant Is Code And Laboratory Test Result Including Liquifaction Analysis Preparation Of Recommendation For Different Type Of Foundation May Be With Clear And Unambiguous Recommendations For Types Of Foundation For All Structures With Bearing Capacity Pile Capacities Submission Of All Report Booklets Five Copies With Cd 01 Copy
BOQ
| Sl. No. | Item Title | Item Description |
| 1 | Mobilzation transportation erection and dismantling of all required equipment as per specification attached | Mobilization transportation erection & dismantling of all required equipment at proposed site including deployment of shifted & suitable personal for effective soil investigation as directed |
| 2 | Carrying out soil investigation in 150mm dia bore hole minimum upto 10m depth as per relevant IS codes complete all as specified and directed | Carrying out soil investigation as per relevant IS codes complete all as specified and directed including the following boring 150mm dia bore hole upto minimum depth of 10m at various location as shown at site by Engr in Charge in any kind of soil but excluding rock Collection of disturbed sample at every 1m depth Collection of disturbed sample at suitable depth as required at site Conducting standard penetration test as per relevant IS at an interval of one & half metre as under upto a depth of 10m |
| 3 | Carrying out following laboratory tests on the soil samples as per IS codes Seive analysis and hydrometer tests on soil properties liquification analysis etc as per specification attached | Carrying out following laboratory tests on the soil samples as per IS codes Seive analysis and hydrometer tests for indentification and classification on soil properties and grain size specific gravity of the soil Studies of settlement characteristics of soil based on consolidation tests and liquid and plastic limit stratification of soil for entire depth of bore log including ground water table locations and other properties evaluation of shear strength parameters of undisturbed soil samples by adopting direct shear test Natural moisture content Void ratio and porosity Tri-axial and direct shear test and unconfined compression test of undisturbed samples and bulk submerged and dry density of the soil |
| 4 | Preparation of report as per relevant IS code and test result submission of all report booklets five copies with CD 01 copy as per specification attached | Preparation of report as per relevant IS code and laboratory test result including liquifaction analysis Preparation of recommendation for different type of foundation may be with clear and unambiguous recommendations for types of foundation for all structures with bearing capacity pile capacities submission of all report booklets five copies with CD 01 copy |
AI Tender Summary
Tender Timeline
Tender Published
Tender notice published.
CompletedBid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 2 daysBid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 3 daysTender Documents
Download All (ZIP) ↓We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender