tender for soil investigation for augmentation of water storage and distribution system , mobilization of boring equipment , setting of drilling rig , drilling of bore hole , laboratory investigation , determination of chemical properties , conducting plate load test , determination of physical and chemical properties , determination of rl on ground level , preparation and submission of investigation report, geo investigation for augmentation of water storage and distribution system at ina ezhimala, 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 (03 locations), mobilization of boring equipment for soil investigation and demobilization of equipment after completion of work, setting of drilling rig at each bore locations, drilling of borehole, trial pits 01 no for ph and bore hole for ug sump-03 nos and ph - 01 no. boreholes will be made using rotary drilling and representative soil samples shall be collected from the boreholes at every 1m interval or change of strata. the diameter of boreholes will be 150mm as per is-1892.the borehole shall be terminated at 15 m below existing ground level (egl) or upto hard rock strata which is occur earlier. the following shall be carried out (i) field investigation shall be carried out on top of the ground level of each borehole shown as a drawing. (ii) standard penetration test will be carried out as per is 2131-1981 at 1m interval or change in strata. the spt consists of driving split spoon sampler 63.5 kg hammer drop weight with free fall of 760 mm. the number of blows for every 150 mm shall be recorded for a penetration of 450 mm (a) trial pit 01 each and (b) bore hole 06 each., laboratory investigation - the soil samples be tested in the laboratory to evaluate the following. a)type of soil and its gradation b)consistency limit c)natural density d)natural water content e)shear tests, determination of chemical properties - the soil samples be tested in the laboratory to evaluate the following a) ph b) sulphur content c) chloride content, conducting plate load test and submission of soil bearing capacity report for proposed different site including mobilization of equipment, excavation, testing and submission of detailed geotechnical report. (a) excavation up to required testing depth. (b) providing all labour, hydraulic jack, reaction arrangement, loading platform, test plates, measuring gauges and accessories. (c) recording settlement observations at various loading stages (24 hrs). determination of (d) safe bearing capacity (sbc) (e) settlement characteristics (f) modulus of subgrade reaction (g) submission of detailed soil investigation and test report with recommendations for foundation design. the final report shall contain (a) site observations (b) test methodology (c) load vs settlement curves (d) safe bearing capacity calculations (e) foundation recommendations (f) settlement analysis (g) photographs of testing, determination of physical and chemical properties of ground water shall include tests for ph, total hardness, etc, determination of rl of ground level/founding level with reference to a bm using topographic survey (03 locations), preparation and submission of investigation report for suitable foundation which includes a) sbc should be worked out for following size of isolated footing / raft foundation. i)1.5x1.5 m ii) 1.5x2.5 m iii) 2.0x2.5 m iv)2.0x3.0 m b) photographic record of geo exploration as well as testing. c) recommendation as regards possibility of liquefaction of soil in case of saturated or partially saturated loose or uncompacted sandy soil. d) swelling index and swelling pressure in respect of black cotton soil and its depth or layer. e) depth of ground water table(gwt) in peak mansoon(lowest) peak summer (highest)after correlation of result with seasonal variation of water table in proposed site.lab testing, borelogs, recommendation of foundation type and bearing capacity including vetting by any govt engg colleges.

You can fill out the integrated inquiry form below on this detail page to share your company profile. Our consultancy desk will review your query regarding laboratory investigation,temporary arrangements,geotechnical report,soil investigation,topographic survey,hydraulic jack,water storage,natural water,water content,soil testing,soil bearing,water table,bearing parameters and guide you on how to coordinate efficiently with the procurement team of Indian Army

Tender18 provides end-to-end professional bidding support and documentation advisory for Tender For Soil Investigation For Augmentation Of Water Storage And Distribution System , Mobilization Of Boring Equipment , Setting Of Drilling Rig , Drilling Of Bore Hole , Laboratory Investigation , Determination Of Chemical Properties , Conducting Plate Load Test , Determination Of Physical And Chemical Properties , Determination Of Rl On Ground Level , Preparation And Submission Of Investigation Report, Geo Investigation For Augmentation Of Water Storage And Distribution System At Ina Ezhimala, 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 (03 Locations), Mobilization Of Boring Equipment For Soil Investigation And Demobilization Of Equipment After Completion Of Work, Setting Of Drilling Rig At Each Bore Locations, Drilling Of Borehole, Trial Pits 01 No For Ph And Bore Hole For Ug Sump-03 Nos And Ph - 01 No. Boreholes Will Be Made Using Rotary Drilling And Representative Soil Samples Shall Be Collected From The Boreholes At Every 1m Interval Or Change Of Strata. The Diameter Of Boreholes Will Be 150mm As Per Is-1892.the Borehole Shall Be Terminated At 15 M Below Existing Ground Level (egl) Or Upto Hard Rock Strata Which Is Occur Earlier. The Following Shall Be Carried Out (i) Field Investigation Shall Be Carried Out On Top Of The Ground Level Of Each Borehole Shown As A Drawing. (ii) Standard Penetration Test Will Be Carried Out As Per Is 2131-1981 At 1m Interval Or Change In Strata. The Spt Consists Of Driving Split Spoon Sampler 63.5 Kg Hammer Drop Weight With Free Fall Of 760 Mm. The Number Of Blows For Every 150 Mm Shall Be Recorded For A Penetration Of 450 Mm (a) Trial Pit 01 Each And (b) Bore Hole 06 Each., Laboratory Investigation - The Soil Samples Be Tested In The Laboratory To Evaluate The Following. A)type Of Soil And Its Gradation B)consistency Limit C)natural Density D)natural Water Content E)shear Tests, Determination Of Chemical Properties - The Soil Samples Be Tested In The Laboratory To Evaluate The Following A) Ph B) Sulphur Content C) Chloride Content, Conducting Plate Load Test And Submission Of Soil Bearing Capacity Report For Proposed Different Site Including Mobilization Of Equipment, Excavation, Testing And Submission Of Detailed Geotechnical Report. (a) Excavation Up To Required Testing Depth. (b) Providing All Labour, Hydraulic Jack, Reaction Arrangement, Loading Platform, Test Plates, Measuring Gauges And Accessories. (c) Recording Settlement Observations At Various Loading Stages (24 Hrs). Determination Of (d) Safe Bearing Capacity (sbc) (e) Settlement Characteristics (f) Modulus Of Subgrade Reaction (g) Submission Of Detailed Soil Investigation And Test Report With Recommendations For Foundation Design. The Final Report Shall Contain (a) Site Observations (b) Test Methodology (c) Load Vs Settlement Curves (d) Safe Bearing Capacity Calculations (e) Foundation Recommendations (f) Settlement Analysis (g) Photographs Of Testing, Determination Of Physical And Chemical Properties Of Ground Water Shall Include Tests For Ph, Total Hardness, Etc, Determination Of Rl Of Ground Level/founding Level With Reference To A Bm Using Topographic Survey (03 Locations), Preparation And Submission Of Investigation Report For Suitable Foundation Which Includes A) Sbc Should Be Worked Out For Following Size Of Isolated Footing / Raft Foundation. I)1.5x1.5 M Ii) 1.5x2.5 M Iii) 2.0x2.5 M Iv)2.0x3.0 M B) Photographic Record Of Geo Exploration As Well As Testing. C) Recommendation As Regards Possibility Of Liquefaction Of Soil In Case Of Saturated Or Partially Saturated Loose Or Uncompacted Sandy Soil. D) Swelling Index And Swelling Pressure In Respect Of Black Cotton Soil And Its Depth Or Layer. E) Depth Of Ground Water Table(gwt) In Peak Mansoon(lowest) Peak Summer (highest)after Correlation Of Result With Seasonal Variation Of Water Table In Proposed Site.lab Testing, Borelogs, Recommendation Of Foundation Type And Bearing Capacity Including Vetting By Any Govt Engg Colleges. . Our senior analysts help you decode the complete project guidelines, manage accurate costing sheets, and complete error-free submissions on the official platform used by Indian Army.

Most online bids face rejection during the initial evaluation round due to avoidable errors like uploading blurred document scans, submitting expired DSCs, or missing critical experience papers required for Tender For Soil Investigation For Augmentation Of Water Storage And Distribution System , Mobilization Of Boring Equipment , Setting Of Drilling Rig , Drilling Of Bore Hole , Laboratory Investigation , Determination Of Chemical Properties , Conducting Plate Load Test , Determination Of Physical And Chemical Properties , Determination Of Rl On Ground Level , Preparation And Submission Of Investigation Report, Geo Investigation For Augmentation Of Water Storage And Distribution System At Ina Ezhimala, 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 (03 Locations), Mobilization Of Boring Equipment For Soil Investigation And Demobilization Of Equipment After Completion Of Work, Setting Of Drilling Rig At Each Bore Locations, Drilling Of Borehole, Trial Pits 01 No For Ph And Bore Hole For Ug Sump-03 Nos And Ph - 01 No. Boreholes Will Be Made Using Rotary Drilling And Representative Soil Samples Shall Be Collected From The Boreholes At Every 1m Interval Or Change Of Strata. The Diameter Of Boreholes Will Be 150mm As Per Is-1892.the Borehole Shall Be Terminated At 15 M Below Existing Ground Level (egl) Or Upto Hard Rock Strata Which Is Occur Earlier. The Following Shall Be Carried Out (i) Field Investigation Shall Be Carried Out On Top Of The Ground Level Of Each Borehole Shown As A Drawing. (ii) Standard Penetration Test Will Be Carried Out As Per Is 2131-1981 At 1m Interval Or Change In Strata. The Spt Consists Of Driving Split Spoon Sampler 63.5 Kg Hammer Drop Weight With Free Fall Of 760 Mm. The Number Of Blows For Every 150 Mm Shall Be Recorded For A Penetration Of 450 Mm (a) Trial Pit 01 Each And (b) Bore Hole 06 Each., Laboratory Investigation - The Soil Samples Be Tested In The Laboratory To Evaluate The Following. A)type Of Soil And Its Gradation B)consistency Limit C)natural Density D)natural Water Content E)shear Tests, Determination Of Chemical Properties - The Soil Samples Be Tested In The Laboratory To Evaluate The Following A) Ph B) Sulphur Content C) Chloride Content, Conducting Plate Load Test And Submission Of Soil Bearing Capacity Report For Proposed Different Site Including Mobilization Of Equipment, Excavation, Testing And Submission Of Detailed Geotechnical Report. (a) Excavation Up To Required Testing Depth. (b) Providing All Labour, Hydraulic Jack, Reaction Arrangement, Loading Platform, Test Plates, Measuring Gauges And Accessories. (c) Recording Settlement Observations At Various Loading Stages (24 Hrs). Determination Of (d) Safe Bearing Capacity (sbc) (e) Settlement Characteristics (f) Modulus Of Subgrade Reaction (g) Submission Of Detailed Soil Investigation And Test Report With Recommendations For Foundation Design. The Final Report Shall Contain (a) Site Observations (b) Test Methodology (c) Load Vs Settlement Curves (d) Safe Bearing Capacity Calculations (e) Foundation Recommendations (f) Settlement Analysis (g) Photographs Of Testing, Determination Of Physical And Chemical Properties Of Ground Water Shall Include Tests For Ph, Total Hardness, Etc, Determination Of Rl Of Ground Level/founding Level With Reference To A Bm Using Topographic Survey (03 Locations), Preparation And Submission Of Investigation Report For Suitable Foundation Which Includes A) Sbc Should Be Worked Out For Following Size Of Isolated Footing / Raft Foundation. I)1.5x1.5 M Ii) 1.5x2.5 M Iii) 2.0x2.5 M Iv)2.0x3.0 M B) Photographic Record Of Geo Exploration As Well As Testing. C) Recommendation As Regards Possibility Of Liquefaction Of Soil In Case Of Saturated Or Partially Saturated Loose Or Uncompacted Sandy Soil. D) Swelling Index And Swelling Pressure In Respect Of Black Cotton Soil And Its Depth Or Layer. E) Depth Of Ground Water Table(gwt) In Peak Mansoon(lowest) Peak Summer (highest)after Correlation Of Result With Seasonal Variation Of Water Table In Proposed Site.lab Testing, Borelogs, Recommendation Of Foundation Type And Bearing Capacity Including Vetting By Any Govt Engg Colleges. in Kerala.

Eligibility for outstation bidders depends entirely on the terms set inside the document for Tender For Soil Investigation For Augmentation Of Water Storage And Distribution System , Mobilization Of Boring Equipment , Setting Of Drilling Rig , Drilling Of Bore Hole , Laboratory Investigation , Determination Of Chemical Properties , Conducting Plate Load Test , Determination Of Physical And Chemical Properties , Determination Of Rl On Ground Level , Preparation And Submission Of Investigation Report, Geo Investigation For Augmentation Of Water Storage And Distribution System At Ina Ezhimala, 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 (03 Locations), Mobilization Of Boring Equipment For Soil Investigation And Demobilization Of Equipment After Completion Of Work, Setting Of Drilling Rig At Each Bore Locations, Drilling Of Borehole, Trial Pits 01 No For Ph And Bore Hole For Ug Sump-03 Nos And Ph - 01 No. Boreholes Will Be Made Using Rotary Drilling And Representative Soil Samples Shall Be Collected From The Boreholes At Every 1m Interval Or Change Of Strata. The Diameter Of Boreholes Will Be 150mm As Per Is-1892.the Borehole Shall Be Terminated At 15 M Below Existing Ground Level (egl) Or Upto Hard Rock Strata Which Is Occur Earlier. The Following Shall Be Carried Out (i) Field Investigation Shall Be Carried Out On Top Of The Ground Level Of Each Borehole Shown As A Drawing. (ii) Standard Penetration Test Will Be Carried Out As Per Is 2131-1981 At 1m Interval Or Change In Strata. The Spt Consists Of Driving Split Spoon Sampler 63.5 Kg Hammer Drop Weight With Free Fall Of 760 Mm. The Number Of Blows For Every 150 Mm Shall Be Recorded For A Penetration Of 450 Mm (a) Trial Pit 01 Each And (b) Bore Hole 06 Each., Laboratory Investigation - The Soil Samples Be Tested In The Laboratory To Evaluate The Following. A)type Of Soil And Its Gradation B)consistency Limit C)natural Density D)natural Water Content E)shear Tests, Determination Of Chemical Properties - The Soil Samples Be Tested In The Laboratory To Evaluate The Following A) Ph B) Sulphur Content C) Chloride Content, Conducting Plate Load Test And Submission Of Soil Bearing Capacity Report For Proposed Different Site Including Mobilization Of Equipment, Excavation, Testing And Submission Of Detailed Geotechnical Report. (a) Excavation Up To Required Testing Depth. (b) Providing All Labour, Hydraulic Jack, Reaction Arrangement, Loading Platform, Test Plates, Measuring Gauges And Accessories. (c) Recording Settlement Observations At Various Loading Stages (24 Hrs). Determination Of (d) Safe Bearing Capacity (sbc) (e) Settlement Characteristics (f) Modulus Of Subgrade Reaction (g) Submission Of Detailed Soil Investigation And Test Report With Recommendations For Foundation Design. The Final Report Shall Contain (a) Site Observations (b) Test Methodology (c) Load Vs Settlement Curves (d) Safe Bearing Capacity Calculations (e) Foundation Recommendations (f) Settlement Analysis (g) Photographs Of Testing, Determination Of Physical And Chemical Properties Of Ground Water Shall Include Tests For Ph, Total Hardness, Etc, Determination Of Rl Of Ground Level/founding Level With Reference To A Bm Using Topographic Survey (03 Locations), Preparation And Submission Of Investigation Report For Suitable Foundation Which Includes A) Sbc Should Be Worked Out For Following Size Of Isolated Footing / Raft Foundation. I)1.5x1.5 M Ii) 1.5x2.5 M Iii) 2.0x2.5 M Iv)2.0x3.0 M B) Photographic Record Of Geo Exploration As Well As Testing. C) Recommendation As Regards Possibility Of Liquefaction Of Soil In Case Of Saturated Or Partially Saturated Loose Or Uncompacted Sandy Soil. D) Swelling Index And Swelling Pressure In Respect Of Black Cotton Soil And Its Depth Or Layer. E) Depth Of Ground Water Table(gwt) In Peak Mansoon(lowest) Peak Summer (highest)after Correlation Of Result With Seasonal Variation Of Water Table In Proposed Site.lab Testing, Borelogs, Recommendation Of Foundation Type And Bearing Capacity Including Vetting By Any Govt Engg Colleges.. While many public sector projects allow national competitive bidding, certain localized works require local offices or specific registration metrics in Kannur.

If this procurement is routed through the central marketplace, an active GeM Seller ID is mandatory to supply laboratory investigation,temporary arrangements,geotechnical report,soil investigation,topographic survey,hydraulic jack,water storage,natural water,water content,soil testing,soil bearing,water table,bearing items. Tender18 offers complete assistance for brand cataloging, profile creation, and vendor assessment required officially by Indian Army

To register an eligible bid for these laboratory investigation,temporary arrangements,geotechnical report,soil investigation,topographic survey,hydraulic jack,water storage,natural water,water content,soil testing,soil bearing,water table,bearing contracts, companies must prepare their core compliance documents. Vendors operating across Kerala must ensure they possess a valid GST registration, permanent account number (PAN), and active Class-3 Digital Signature Certificates.

This public procurement cycle is specifically looking for qualified vendors and suppliers who can provide high-quality laboratory investigation,temporary arrangements,geotechnical report,soil investigation,topographic survey,hydraulic jack,water storage,natural water,water content,soil testing,soil bearing,water table,bearing solutions. The operational execution, delivery, and deployment of these materials must be managed locally within the Kannur region.

The estimated project cost and budget thresholds can be reviewed directly inside the tender document. Bidders can analyze these qualification files to check if their firm meets the financial capability criteria specified for Tender For Soil Investigation For Augmentation Of Water Storage And Distribution System , Mobilization Of Boring Equipment , Setting Of Drilling Rig , Drilling Of Bore Hole , Laboratory Investigation , Determination Of Chemical Properties , Conducting Plate Load Test , Determination Of Physical And Chemical Properties , Determination Of Rl On Ground Level , Preparation And Submission Of Investigation Report, Geo Investigation For Augmentation Of Water Storage And Distribution System At Ina Ezhimala, 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 (03 Locations), Mobilization Of Boring Equipment For Soil Investigation And Demobilization Of Equipment After Completion Of Work, Setting Of Drilling Rig At Each Bore Locations, Drilling Of Borehole, Trial Pits 01 No For Ph And Bore Hole For Ug Sump-03 Nos And Ph - 01 No. Boreholes Will Be Made Using Rotary Drilling And Representative Soil Samples Shall Be Collected From The Boreholes At Every 1m Interval Or Change Of Strata. The Diameter Of Boreholes Will Be 150mm As Per Is-1892.the Borehole Shall Be Terminated At 15 M Below Existing Ground Level (egl) Or Upto Hard Rock Strata Which Is Occur Earlier. The Following Shall Be Carried Out (i) Field Investigation Shall Be Carried Out On Top Of The Ground Level Of Each Borehole Shown As A Drawing. (ii) Standard Penetration Test Will Be Carried Out As Per Is 2131-1981 At 1m Interval Or Change In Strata. The Spt Consists Of Driving Split Spoon Sampler 63.5 Kg Hammer Drop Weight With Free Fall Of 760 Mm. The Number Of Blows For Every 150 Mm Shall Be Recorded For A Penetration Of 450 Mm (a) Trial Pit 01 Each And (b) Bore Hole 06 Each., Laboratory Investigation - The Soil Samples Be Tested In The Laboratory To Evaluate The Following. A)type Of Soil And Its Gradation B)consistency Limit C)natural Density D)natural Water Content E)shear Tests, Determination Of Chemical Properties - The Soil Samples Be Tested In The Laboratory To Evaluate The Following A) Ph B) Sulphur Content C) Chloride Content, Conducting Plate Load Test And Submission Of Soil Bearing Capacity Report For Proposed Different Site Including Mobilization Of Equipment, Excavation, Testing And Submission Of Detailed Geotechnical Report. (a) Excavation Up To Required Testing Depth. (b) Providing All Labour, Hydraulic Jack, Reaction Arrangement, Loading Platform, Test Plates, Measuring Gauges And Accessories. (c) Recording Settlement Observations At Various Loading Stages (24 Hrs). Determination Of (d) Safe Bearing Capacity (sbc) (e) Settlement Characteristics (f) Modulus Of Subgrade Reaction (g) Submission Of Detailed Soil Investigation And Test Report With Recommendations For Foundation Design. The Final Report Shall Contain (a) Site Observations (b) Test Methodology (c) Load Vs Settlement Curves (d) Safe Bearing Capacity Calculations (e) Foundation Recommendations (f) Settlement Analysis (g) Photographs Of Testing, Determination Of Physical And Chemical Properties Of Ground Water Shall Include Tests For Ph, Total Hardness, Etc, Determination Of Rl Of Ground Level/founding Level With Reference To A Bm Using Topographic Survey (03 Locations), Preparation And Submission Of Investigation Report For Suitable Foundation Which Includes A) Sbc Should Be Worked Out For Following Size Of Isolated Footing / Raft Foundation. I)1.5x1.5 M Ii) 1.5x2.5 M Iii) 2.0x2.5 M Iv)2.0x3.0 M B) Photographic Record Of Geo Exploration As Well As Testing. C) Recommendation As Regards Possibility Of Liquefaction Of Soil In Case Of Saturated Or Partially Saturated Loose Or Uncompacted Sandy Soil. D) Swelling Index And Swelling Pressure In Respect Of Black Cotton Soil And Its Depth Or Layer. E) Depth Of Ground Water Table(gwt) In Peak Mansoon(lowest) Peak Summer (highest)after Correlation Of Result With Seasonal Variation Of Water Table In Proposed Site.lab Testing, Borelogs, Recommendation Of Foundation Type And Bearing Capacity Including Vetting By Any Govt Engg Colleges. by Indian Army

You can download the commercial Bill of Quantities (BOQ) spreadsheet directly using the secure link provided on this page. The BOQ file contains the item descriptions and rate filling forms officially validated for Tender For Soil Investigation For Augmentation Of Water Storage And Distribution System , Mobilization Of Boring Equipment , Setting Of Drilling Rig , Drilling Of Bore Hole , Laboratory Investigation , Determination Of Chemical Properties , Conducting Plate Load Test , Determination Of Physical And Chemical Properties , Determination Of Rl On Ground Level , Preparation And Submission Of Investigation Report, Geo Investigation For Augmentation Of Water Storage And Distribution System At Ina Ezhimala, 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 (03 Locations), Mobilization Of Boring Equipment For Soil Investigation And Demobilization Of Equipment After Completion Of Work, Setting Of Drilling Rig At Each Bore Locations, Drilling Of Borehole, Trial Pits 01 No For Ph And Bore Hole For Ug Sump-03 Nos And Ph - 01 No. Boreholes Will Be Made Using Rotary Drilling And Representative Soil Samples Shall Be Collected From The Boreholes At Every 1m Interval Or Change Of Strata. The Diameter Of Boreholes Will Be 150mm As Per Is-1892.the Borehole Shall Be Terminated At 15 M Below Existing Ground Level (egl) Or Upto Hard Rock Strata Which Is Occur Earlier. The Following Shall Be Carried Out (i) Field Investigation Shall Be Carried Out On Top Of The Ground Level Of Each Borehole Shown As A Drawing. (ii) Standard Penetration Test Will Be Carried Out As Per Is 2131-1981 At 1m Interval Or Change In Strata. The Spt Consists Of Driving Split Spoon Sampler 63.5 Kg Hammer Drop Weight With Free Fall Of 760 Mm. The Number Of Blows For Every 150 Mm Shall Be Recorded For A Penetration Of 450 Mm (a) Trial Pit 01 Each And (b) Bore Hole 06 Each., Laboratory Investigation - The Soil Samples Be Tested In The Laboratory To Evaluate The Following. A)type Of Soil And Its Gradation B)consistency Limit C)natural Density D)natural Water Content E)shear Tests, Determination Of Chemical Properties - The Soil Samples Be Tested In The Laboratory To Evaluate The Following A) Ph B) Sulphur Content C) Chloride Content, Conducting Plate Load Test And Submission Of Soil Bearing Capacity Report For Proposed Different Site Including Mobilization Of Equipment, Excavation, Testing And Submission Of Detailed Geotechnical Report. (a) Excavation Up To Required Testing Depth. (b) Providing All Labour, Hydraulic Jack, Reaction Arrangement, Loading Platform, Test Plates, Measuring Gauges And Accessories. (c) Recording Settlement Observations At Various Loading Stages (24 Hrs). Determination Of (d) Safe Bearing Capacity (sbc) (e) Settlement Characteristics (f) Modulus Of Subgrade Reaction (g) Submission Of Detailed Soil Investigation And Test Report With Recommendations For Foundation Design. The Final Report Shall Contain (a) Site Observations (b) Test Methodology (c) Load Vs Settlement Curves (d) Safe Bearing Capacity Calculations (e) Foundation Recommendations (f) Settlement Analysis (g) Photographs Of Testing, Determination Of Physical And Chemical Properties Of Ground Water Shall Include Tests For Ph, Total Hardness, Etc, Determination Of Rl Of Ground Level/founding Level With Reference To A Bm Using Topographic Survey (03 Locations), Preparation And Submission Of Investigation Report For Suitable Foundation Which Includes A) Sbc Should Be Worked Out For Following Size Of Isolated Footing / Raft Foundation. I)1.5x1.5 M Ii) 1.5x2.5 M Iii) 2.0x2.5 M Iv)2.0x3.0 M B) Photographic Record Of Geo Exploration As Well As Testing. C) Recommendation As Regards Possibility Of Liquefaction Of Soil In Case Of Saturated Or Partially Saturated Loose Or Uncompacted Sandy Soil. D) Swelling Index And Swelling Pressure In Respect Of Black Cotton Soil And Its Depth Or Layer. E) Depth Of Ground Water Table(gwt) In Peak Mansoon(lowest) Peak Summer (highest)after Correlation Of Result With Seasonal Variation Of Water Table In Proposed Site.lab Testing, Borelogs, Recommendation Of Foundation Type And Bearing Capacity Including Vetting By Any Govt Engg Colleges. within the Kerala jurisdiction

The official timeline and deadline details for Tender For Soil Investigation For Augmentation Of Water Storage And Distribution System , Mobilization Of Boring Equipment , Setting Of Drilling Rig , Drilling Of Bore Hole , Laboratory Investigation , Determination Of Chemical Properties , Conducting Plate Load Test , Determination Of Physical And Chemical Properties , Determination Of Rl On Ground Level , Preparation And Submission Of Investigation Report, Geo Investigation For Augmentation Of Water Storage And Distribution System At Ina Ezhimala, 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 (03 Locations), Mobilization Of Boring Equipment For Soil Investigation And Demobilization Of Equipment After Completion Of Work, Setting Of Drilling Rig At Each Bore Locations, Drilling Of Borehole, Trial Pits 01 No For Ph And Bore Hole For Ug Sump-03 Nos And Ph - 01 No. Boreholes Will Be Made Using Rotary Drilling And Representative Soil Samples Shall Be Collected From The Boreholes At Every 1m Interval Or Change Of Strata. The Diameter Of Boreholes Will Be 150mm As Per Is-1892.the Borehole Shall Be Terminated At 15 M Below Existing Ground Level (egl) Or Upto Hard Rock Strata Which Is Occur Earlier. The Following Shall Be Carried Out (i) Field Investigation Shall Be Carried Out On Top Of The Ground Level Of Each Borehole Shown As A Drawing. (ii) Standard Penetration Test Will Be Carried Out As Per Is 2131-1981 At 1m Interval Or Change In Strata. The Spt Consists Of Driving Split Spoon Sampler 63.5 Kg Hammer Drop Weight With Free Fall Of 760 Mm. The Number Of Blows For Every 150 Mm Shall Be Recorded For A Penetration Of 450 Mm (a) Trial Pit 01 Each And (b) Bore Hole 06 Each., Laboratory Investigation - The Soil Samples Be Tested In The Laboratory To Evaluate The Following. A)type Of Soil And Its Gradation B)consistency Limit C)natural Density D)natural Water Content E)shear Tests, Determination Of Chemical Properties - The Soil Samples Be Tested In The Laboratory To Evaluate The Following A) Ph B) Sulphur Content C) Chloride Content, Conducting Plate Load Test And Submission Of Soil Bearing Capacity Report For Proposed Different Site Including Mobilization Of Equipment, Excavation, Testing And Submission Of Detailed Geotechnical Report. (a) Excavation Up To Required Testing Depth. (b) Providing All Labour, Hydraulic Jack, Reaction Arrangement, Loading Platform, Test Plates, Measuring Gauges And Accessories. (c) Recording Settlement Observations At Various Loading Stages (24 Hrs). Determination Of (d) Safe Bearing Capacity (sbc) (e) Settlement Characteristics (f) Modulus Of Subgrade Reaction (g) Submission Of Detailed Soil Investigation And Test Report With Recommendations For Foundation Design. The Final Report Shall Contain (a) Site Observations (b) Test Methodology (c) Load Vs Settlement Curves (d) Safe Bearing Capacity Calculations (e) Foundation Recommendations (f) Settlement Analysis (g) Photographs Of Testing, Determination Of Physical And Chemical Properties Of Ground Water Shall Include Tests For Ph, Total Hardness, Etc, Determination Of Rl Of Ground Level/founding Level With Reference To A Bm Using Topographic Survey (03 Locations), Preparation And Submission Of Investigation Report For Suitable Foundation Which Includes A) Sbc Should Be Worked Out For Following Size Of Isolated Footing / Raft Foundation. I)1.5x1.5 M Ii) 1.5x2.5 M Iii) 2.0x2.5 M Iv)2.0x3.0 M B) Photographic Record Of Geo Exploration As Well As Testing. C) Recommendation As Regards Possibility Of Liquefaction Of Soil In Case Of Saturated Or Partially Saturated Loose Or Uncompacted Sandy Soil. D) Swelling Index And Swelling Pressure In Respect Of Black Cotton Soil And Its Depth Or Layer. E) Depth Of Ground Water Table(gwt) In Peak Mansoon(lowest) Peak Summer (highest)after Correlation Of Result With Seasonal Variation Of Water Table In Proposed Site.lab Testing, Borelogs, Recommendation Of Foundation Type And Bearing Capacity Including Vetting By Any Govt Engg Colleges. are available inside the detailed notification files. Bidders planning to target this contract in Kannur should check the official portal schedule early to complete their online technical and financial submission well before the closing hours.