corrigendum tender for soil investigation and sampling , borehole drilling and sbc analysis , soil laboratory testing physical , soil chemical analysis , soil engineering properties test , water level test , comprehensive soil report and sbc , foundation mapping , mobilization and final certification, soil investigation, to carry out soil investigation and collection of samples in all types of strata including distrubed, undistrubed soil sampling, conduction of standard penetration test (spt), visual classification at regular interval, determine the safe bearing capacity complete with field and laboratory tests on soil/ rock samples including trail pit 1.20m x 1.20m x 3.0m investigation to relevant specification of is 2131, is 6403, is 1498 is 2720, conducting soil investigation for the following - (a) 150mm dia meter bore holes as per is specification (b) bore hole. (i) depth of bore hole 15.00 mtr (core drilling by calyx rig) (ii) to suggest sbc for isolated footing 1.5x1.5, 2.0x2.0, 2.5x2.5 mtr at 1.5m, 2.0m, 2.5m depth strip depth strip footing of 1.5 2.0 mtr. (iii) water table (iv) expansive nature of soil with respect plasticity index (v) n value at 2.5m, 3.0m, 6.0m, 12.0m (vi) bore log of soil strata upto 15.0 mtr depth, (c) collection of distrubed and undistrubed soil sample at interval of 1.00 mtr at change of relevant specification of is 2720., (d) conduction lab test on distrubed soil sample at interval of 1.00 mtr or at change of strata or as per relevant is code. (i) sieve analysis (ii) atterbergs limits (iii) natural moisture content (iv) particle size analysis test (v) bulk density, (e) conducting lab test on undistrubed soil sample as considered necessary according to relevant specification of is 2720 - (i) sieve analysis (ii) atterbergs limits (iii) natural moisture content (iv) particle size analysis test (v) bulk density (vi) specific gravity (vii) free swell index and swelling property of soil (viii) organic matter in any soil, in any (ix) consolidation test (compressed index value) (x) trixial compression test and determination of shear parameters (construction of ) test as per relevant is. (xi) harful salt (complete investigation as already ref)., (f) ground water table - (i) maximum and minimum levels of ground water in the area with sources of information. (ii) ground water table during investigation., (g) submission of six copies of test reports with detailed description of field investigation, soil classification and general nature of soil strata, water table, interpretation of test results, grains size, distribution curves, compressive index curves, site plan etc. (h) the sbc of the soil is required to be given as per following table. calculation of bearing capacity will be governed generally as per is 8009 (pt-i) 1976, is-2720 (pt-ii) 1980, is 6403-1981, is 1904-1984 is 1904-1984 and is 1080-1985 and other relevant is code., (j) with every sites soil investigation report, a detailed site plan showing the approx location of each bore duly numbered as per log of bore hole should be enclosed. location of foundation of adjacent structures, especially those that might be impacted by the proposed construction. (k) every page of the soil investigation report should have the name of the job for which soil investigation is being carried out. in case of multiple sites of a single job are being investigated name of each site shall be put on each page of report pertaining to the site., (l) all pages of the soil investigation report shall be serially numbered, stamped and signed by the agency carrying out the soil investigation. report should be scrutinised by ge and cwe for correctness and endorse. (m) mobilisation of tools and equipments, machineries, manpowers etc to site location and demolition from site after completion of work.

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Tender18 provides end-to-end professional bidding support and documentation advisory for Corrigendum Tender For Soil Investigation And Sampling , Borehole Drilling And Sbc Analysis , Soil Laboratory Testing Physical , Soil Chemical Analysis , Soil Engineering Properties Test , Water Level Test , Comprehensive Soil Report And Sbc , Foundation Mapping , Mobilization And Final Certification, Soil Investigation, To Carry Out Soil Investigation And Collection Of Samples In All Types Of Strata Including Distrubed, Undistrubed Soil Sampling, Conduction Of Standard Penetration Test (spt), Visual Classification At Regular Interval, Determine The Safe Bearing Capacity Complete With Field And Laboratory Tests On Soil/ Rock Samples Including Trail Pit 1.20m X 1.20m X 3.0m Investigation To Relevant Specification Of Is 2131, Is 6403, Is 1498 Is 2720, Conducting Soil Investigation For The Following - (a) 150mm Dia Meter Bore Holes As Per Is Specification (b) Bore Hole. (i) Depth Of Bore Hole 15.00 Mtr (core Drilling By Calyx Rig) (ii) To Suggest Sbc For Isolated Footing 1.5x1.5, 2.0x2.0, 2.5x2.5 Mtr At 1.5m, 2.0m, 2.5m Depth Strip Depth Strip Footing Of 1.5 2.0 Mtr. (iii) Water Table (iv) Expansive Nature Of Soil With Respect Plasticity Index (v) N Value At 2.5m, 3.0m, 6.0m, 12.0m (vi) Bore Log Of Soil Strata Upto 15.0 Mtr Depth, (c) Collection Of Distrubed And Undistrubed Soil Sample At Interval Of 1.00 Mtr At Change Of Relevant Specification Of Is 2720., (d) Conduction Lab Test On Distrubed Soil Sample At Interval Of 1.00 Mtr Or At Change Of Strata Or As Per Relevant Is Code. (i) Sieve Analysis (ii) Atterbergs Limits (iii) Natural Moisture Content (iv) Particle Size Analysis Test (v) Bulk Density, (e) Conducting Lab Test On Undistrubed Soil Sample As Considered Necessary According To Relevant Specification Of Is 2720 - (i) Sieve Analysis (ii) Atterbergs Limits (iii) Natural Moisture Content (iv) Particle Size Analysis Test (v) Bulk Density (vi) Specific Gravity (vii) Free Swell Index And Swelling Property Of Soil (viii) Organic Matter In Any Soil, In Any (ix) Consolidation Test (compressed Index Value) (x) Trixial Compression Test And Determination Of Shear Parameters (construction Of ) Test As Per Relevant Is. (xi) Harful Salt (complete Investigation As Already Ref)., (f) Ground Water Table - (i) Maximum And Minimum Levels Of Ground Water In The Area With Sources Of Information. (ii) Ground Water Table During Investigation., (g) Submission Of Six Copies Of Test Reports With Detailed Description Of Field Investigation, Soil Classification And General Nature Of Soil Strata, Water Table, Interpretation Of Test Results, Grains Size, Distribution Curves, Compressive Index Curves, Site Plan Etc. (h) The Sbc Of The Soil Is Required To Be Given As Per Following Table. Calculation Of Bearing Capacity Will Be Governed Generally As Per Is 8009 (pt-i) 1976, Is-2720 (pt-ii) 1980, Is 6403-1981, Is 1904-1984 Is 1904-1984 And Is 1080-1985 And Other Relevant Is Code., (j) With Every Sites Soil Investigation Report, A Detailed Site Plan Showing The Approx Location Of Each Bore Duly Numbered As Per Log Of Bore Hole Should Be Enclosed. Location Of Foundation Of Adjacent Structures, Especially Those That Might Be Impacted By The Proposed Construction. (k) Every Page Of The Soil Investigation Report Should Have The Name Of The Job For Which Soil Investigation Is Being Carried Out. In Case Of Multiple Sites Of A Single Job Are Being Investigated Name Of Each Site Shall Be Put On Each Page Of Report Pertaining To The Site., (l) All Pages Of The Soil Investigation Report Shall Be Serially Numbered, Stamped And Signed By The Agency Carrying Out The Soil Investigation. Report Should Be Scrutinised By Ge And Cwe For Correctness And Endorse. (m) Mobilisation Of Tools And Equipments, Machineries, Manpowers Etc To Site Location And Demolition From Site After Completion Of Work. . 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 Corrigendum Tender For Soil Investigation And Sampling , Borehole Drilling And Sbc Analysis , Soil Laboratory Testing Physical , Soil Chemical Analysis , Soil Engineering Properties Test , Water Level Test , Comprehensive Soil Report And Sbc , Foundation Mapping , Mobilization And Final Certification, Soil Investigation, To Carry Out Soil Investigation And Collection Of Samples In All Types Of Strata Including Distrubed, Undistrubed Soil Sampling, Conduction Of Standard Penetration Test (spt), Visual Classification At Regular Interval, Determine The Safe Bearing Capacity Complete With Field And Laboratory Tests On Soil/ Rock Samples Including Trail Pit 1.20m X 1.20m X 3.0m Investigation To Relevant Specification Of Is 2131, Is 6403, Is 1498 Is 2720, Conducting Soil Investigation For The Following - (a) 150mm Dia Meter Bore Holes As Per Is Specification (b) Bore Hole. (i) Depth Of Bore Hole 15.00 Mtr (core Drilling By Calyx Rig) (ii) To Suggest Sbc For Isolated Footing 1.5x1.5, 2.0x2.0, 2.5x2.5 Mtr At 1.5m, 2.0m, 2.5m Depth Strip Depth Strip Footing Of 1.5 2.0 Mtr. (iii) Water Table (iv) Expansive Nature Of Soil With Respect Plasticity Index (v) N Value At 2.5m, 3.0m, 6.0m, 12.0m (vi) Bore Log Of Soil Strata Upto 15.0 Mtr Depth, (c) Collection Of Distrubed And Undistrubed Soil Sample At Interval Of 1.00 Mtr At Change Of Relevant Specification Of Is 2720., (d) Conduction Lab Test On Distrubed Soil Sample At Interval Of 1.00 Mtr Or At Change Of Strata Or As Per Relevant Is Code. (i) Sieve Analysis (ii) Atterbergs Limits (iii) Natural Moisture Content (iv) Particle Size Analysis Test (v) Bulk Density, (e) Conducting Lab Test On Undistrubed Soil Sample As Considered Necessary According To Relevant Specification Of Is 2720 - (i) Sieve Analysis (ii) Atterbergs Limits (iii) Natural Moisture Content (iv) Particle Size Analysis Test (v) Bulk Density (vi) Specific Gravity (vii) Free Swell Index And Swelling Property Of Soil (viii) Organic Matter In Any Soil, In Any (ix) Consolidation Test (compressed Index Value) (x) Trixial Compression Test And Determination Of Shear Parameters (construction Of ) Test As Per Relevant Is. (xi) Harful Salt (complete Investigation As Already Ref)., (f) Ground Water Table - (i) Maximum And Minimum Levels Of Ground Water In The Area With Sources Of Information. (ii) Ground Water Table During Investigation., (g) Submission Of Six Copies Of Test Reports With Detailed Description Of Field Investigation, Soil Classification And General Nature Of Soil Strata, Water Table, Interpretation Of Test Results, Grains Size, Distribution Curves, Compressive Index Curves, Site Plan Etc. (h) The Sbc Of The Soil Is Required To Be Given As Per Following Table. Calculation Of Bearing Capacity Will Be Governed Generally As Per Is 8009 (pt-i) 1976, Is-2720 (pt-ii) 1980, Is 6403-1981, Is 1904-1984 Is 1904-1984 And Is 1080-1985 And Other Relevant Is Code., (j) With Every Sites Soil Investigation Report, A Detailed Site Plan Showing The Approx Location Of Each Bore Duly Numbered As Per Log Of Bore Hole Should Be Enclosed. Location Of Foundation Of Adjacent Structures, Especially Those That Might Be Impacted By The Proposed Construction. (k) Every Page Of The Soil Investigation Report Should Have The Name Of The Job For Which Soil Investigation Is Being Carried Out. In Case Of Multiple Sites Of A Single Job Are Being Investigated Name Of Each Site Shall Be Put On Each Page Of Report Pertaining To The Site., (l) All Pages Of The Soil Investigation Report Shall Be Serially Numbered, Stamped And Signed By The Agency Carrying Out The Soil Investigation. Report Should Be Scrutinised By Ge And Cwe For Correctness And Endorse. (m) Mobilisation Of Tools And Equipments, Machineries, Manpowers Etc To Site Location And Demolition From Site After Completion Of Work. in Haryana.

Eligibility for outstation bidders depends entirely on the terms set inside the document for Corrigendum Tender For Soil Investigation And Sampling , Borehole Drilling And Sbc Analysis , Soil Laboratory Testing Physical , Soil Chemical Analysis , Soil Engineering Properties Test , Water Level Test , Comprehensive Soil Report And Sbc , Foundation Mapping , Mobilization And Final Certification, Soil Investigation, To Carry Out Soil Investigation And Collection Of Samples In All Types Of Strata Including Distrubed, Undistrubed Soil Sampling, Conduction Of Standard Penetration Test (spt), Visual Classification At Regular Interval, Determine The Safe Bearing Capacity Complete With Field And Laboratory Tests On Soil/ Rock Samples Including Trail Pit 1.20m X 1.20m X 3.0m Investigation To Relevant Specification Of Is 2131, Is 6403, Is 1498 Is 2720, Conducting Soil Investigation For The Following - (a) 150mm Dia Meter Bore Holes As Per Is Specification (b) Bore Hole. (i) Depth Of Bore Hole 15.00 Mtr (core Drilling By Calyx Rig) (ii) To Suggest Sbc For Isolated Footing 1.5x1.5, 2.0x2.0, 2.5x2.5 Mtr At 1.5m, 2.0m, 2.5m Depth Strip Depth Strip Footing Of 1.5 2.0 Mtr. (iii) Water Table (iv) Expansive Nature Of Soil With Respect Plasticity Index (v) N Value At 2.5m, 3.0m, 6.0m, 12.0m (vi) Bore Log Of Soil Strata Upto 15.0 Mtr Depth, (c) Collection Of Distrubed And Undistrubed Soil Sample At Interval Of 1.00 Mtr At Change Of Relevant Specification Of Is 2720., (d) Conduction Lab Test On Distrubed Soil Sample At Interval Of 1.00 Mtr Or At Change Of Strata Or As Per Relevant Is Code. (i) Sieve Analysis (ii) Atterbergs Limits (iii) Natural Moisture Content (iv) Particle Size Analysis Test (v) Bulk Density, (e) Conducting Lab Test On Undistrubed Soil Sample As Considered Necessary According To Relevant Specification Of Is 2720 - (i) Sieve Analysis (ii) Atterbergs Limits (iii) Natural Moisture Content (iv) Particle Size Analysis Test (v) Bulk Density (vi) Specific Gravity (vii) Free Swell Index And Swelling Property Of Soil (viii) Organic Matter In Any Soil, In Any (ix) Consolidation Test (compressed Index Value) (x) Trixial Compression Test And Determination Of Shear Parameters (construction Of ) Test As Per Relevant Is. (xi) Harful Salt (complete Investigation As Already Ref)., (f) Ground Water Table - (i) Maximum And Minimum Levels Of Ground Water In The Area With Sources Of Information. (ii) Ground Water Table During Investigation., (g) Submission Of Six Copies Of Test Reports With Detailed Description Of Field Investigation, Soil Classification And General Nature Of Soil Strata, Water Table, Interpretation Of Test Results, Grains Size, Distribution Curves, Compressive Index Curves, Site Plan Etc. (h) The Sbc Of The Soil Is Required To Be Given As Per Following Table. Calculation Of Bearing Capacity Will Be Governed Generally As Per Is 8009 (pt-i) 1976, Is-2720 (pt-ii) 1980, Is 6403-1981, Is 1904-1984 Is 1904-1984 And Is 1080-1985 And Other Relevant Is Code., (j) With Every Sites Soil Investigation Report, A Detailed Site Plan Showing The Approx Location Of Each Bore Duly Numbered As Per Log Of Bore Hole Should Be Enclosed. Location Of Foundation Of Adjacent Structures, Especially Those That Might Be Impacted By The Proposed Construction. (k) Every Page Of The Soil Investigation Report Should Have The Name Of The Job For Which Soil Investigation Is Being Carried Out. In Case Of Multiple Sites Of A Single Job Are Being Investigated Name Of Each Site Shall Be Put On Each Page Of Report Pertaining To The Site., (l) All Pages Of The Soil Investigation Report Shall Be Serially Numbered, Stamped And Signed By The Agency Carrying Out The Soil Investigation. Report Should Be Scrutinised By Ge And Cwe For Correctness And Endorse. (m) Mobilisation Of Tools And Equipments, Machineries, Manpowers Etc To Site Location And Demolition From Site After Completion Of Work.. While many public sector projects allow national competitive bidding, certain localized works require local offices or specific registration metrics in Gurgaon.

If this procurement is routed through the central marketplace, an active GeM Seller ID is mandatory to supply 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 contracts, companies must prepare their core compliance documents. Vendors operating across Haryana 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 solutions. The operational execution, delivery, and deployment of these materials must be managed locally within the Gurgaon 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 Corrigendum Tender For Soil Investigation And Sampling , Borehole Drilling And Sbc Analysis , Soil Laboratory Testing Physical , Soil Chemical Analysis , Soil Engineering Properties Test , Water Level Test , Comprehensive Soil Report And Sbc , Foundation Mapping , Mobilization And Final Certification, Soil Investigation, To Carry Out Soil Investigation And Collection Of Samples In All Types Of Strata Including Distrubed, Undistrubed Soil Sampling, Conduction Of Standard Penetration Test (spt), Visual Classification At Regular Interval, Determine The Safe Bearing Capacity Complete With Field And Laboratory Tests On Soil/ Rock Samples Including Trail Pit 1.20m X 1.20m X 3.0m Investigation To Relevant Specification Of Is 2131, Is 6403, Is 1498 Is 2720, Conducting Soil Investigation For The Following - (a) 150mm Dia Meter Bore Holes As Per Is Specification (b) Bore Hole. (i) Depth Of Bore Hole 15.00 Mtr (core Drilling By Calyx Rig) (ii) To Suggest Sbc For Isolated Footing 1.5x1.5, 2.0x2.0, 2.5x2.5 Mtr At 1.5m, 2.0m, 2.5m Depth Strip Depth Strip Footing Of 1.5 2.0 Mtr. (iii) Water Table (iv) Expansive Nature Of Soil With Respect Plasticity Index (v) N Value At 2.5m, 3.0m, 6.0m, 12.0m (vi) Bore Log Of Soil Strata Upto 15.0 Mtr Depth, (c) Collection Of Distrubed And Undistrubed Soil Sample At Interval Of 1.00 Mtr At Change Of Relevant Specification Of Is 2720., (d) Conduction Lab Test On Distrubed Soil Sample At Interval Of 1.00 Mtr Or At Change Of Strata Or As Per Relevant Is Code. (i) Sieve Analysis (ii) Atterbergs Limits (iii) Natural Moisture Content (iv) Particle Size Analysis Test (v) Bulk Density, (e) Conducting Lab Test On Undistrubed Soil Sample As Considered Necessary According To Relevant Specification Of Is 2720 - (i) Sieve Analysis (ii) Atterbergs Limits (iii) Natural Moisture Content (iv) Particle Size Analysis Test (v) Bulk Density (vi) Specific Gravity (vii) Free Swell Index And Swelling Property Of Soil (viii) Organic Matter In Any Soil, In Any (ix) Consolidation Test (compressed Index Value) (x) Trixial Compression Test And Determination Of Shear Parameters (construction Of ) Test As Per Relevant Is. (xi) Harful Salt (complete Investigation As Already Ref)., (f) Ground Water Table - (i) Maximum And Minimum Levels Of Ground Water In The Area With Sources Of Information. (ii) Ground Water Table During Investigation., (g) Submission Of Six Copies Of Test Reports With Detailed Description Of Field Investigation, Soil Classification And General Nature Of Soil Strata, Water Table, Interpretation Of Test Results, Grains Size, Distribution Curves, Compressive Index Curves, Site Plan Etc. (h) The Sbc Of The Soil Is Required To Be Given As Per Following Table. Calculation Of Bearing Capacity Will Be Governed Generally As Per Is 8009 (pt-i) 1976, Is-2720 (pt-ii) 1980, Is 6403-1981, Is 1904-1984 Is 1904-1984 And Is 1080-1985 And Other Relevant Is Code., (j) With Every Sites Soil Investigation Report, A Detailed Site Plan Showing The Approx Location Of Each Bore Duly Numbered As Per Log Of Bore Hole Should Be Enclosed. Location Of Foundation Of Adjacent Structures, Especially Those That Might Be Impacted By The Proposed Construction. (k) Every Page Of The Soil Investigation Report Should Have The Name Of The Job For Which Soil Investigation Is Being Carried Out. In Case Of Multiple Sites Of A Single Job Are Being Investigated Name Of Each Site Shall Be Put On Each Page Of Report Pertaining To The Site., (l) All Pages Of The Soil Investigation Report Shall Be Serially Numbered, Stamped And Signed By The Agency Carrying Out The Soil Investigation. Report Should Be Scrutinised By Ge And Cwe For Correctness And Endorse. (m) Mobilisation Of Tools And Equipments, Machineries, Manpowers Etc To Site Location And Demolition From Site After Completion Of Work. 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 Corrigendum Tender For Soil Investigation And Sampling , Borehole Drilling And Sbc Analysis , Soil Laboratory Testing Physical , Soil Chemical Analysis , Soil Engineering Properties Test , Water Level Test , Comprehensive Soil Report And Sbc , Foundation Mapping , Mobilization And Final Certification, Soil Investigation, To Carry Out Soil Investigation And Collection Of Samples In All Types Of Strata Including Distrubed, Undistrubed Soil Sampling, Conduction Of Standard Penetration Test (spt), Visual Classification At Regular Interval, Determine The Safe Bearing Capacity Complete With Field And Laboratory Tests On Soil/ Rock Samples Including Trail Pit 1.20m X 1.20m X 3.0m Investigation To Relevant Specification Of Is 2131, Is 6403, Is 1498 Is 2720, Conducting Soil Investigation For The Following - (a) 150mm Dia Meter Bore Holes As Per Is Specification (b) Bore Hole. (i) Depth Of Bore Hole 15.00 Mtr (core Drilling By Calyx Rig) (ii) To Suggest Sbc For Isolated Footing 1.5x1.5, 2.0x2.0, 2.5x2.5 Mtr At 1.5m, 2.0m, 2.5m Depth Strip Depth Strip Footing Of 1.5 2.0 Mtr. (iii) Water Table (iv) Expansive Nature Of Soil With Respect Plasticity Index (v) N Value At 2.5m, 3.0m, 6.0m, 12.0m (vi) Bore Log Of Soil Strata Upto 15.0 Mtr Depth, (c) Collection Of Distrubed And Undistrubed Soil Sample At Interval Of 1.00 Mtr At Change Of Relevant Specification Of Is 2720., (d) Conduction Lab Test On Distrubed Soil Sample At Interval Of 1.00 Mtr Or At Change Of Strata Or As Per Relevant Is Code. (i) Sieve Analysis (ii) Atterbergs Limits (iii) Natural Moisture Content (iv) Particle Size Analysis Test (v) Bulk Density, (e) Conducting Lab Test On Undistrubed Soil Sample As Considered Necessary According To Relevant Specification Of Is 2720 - (i) Sieve Analysis (ii) Atterbergs Limits (iii) Natural Moisture Content (iv) Particle Size Analysis Test (v) Bulk Density (vi) Specific Gravity (vii) Free Swell Index And Swelling Property Of Soil (viii) Organic Matter In Any Soil, In Any (ix) Consolidation Test (compressed Index Value) (x) Trixial Compression Test And Determination Of Shear Parameters (construction Of ) Test As Per Relevant Is. (xi) Harful Salt (complete Investigation As Already Ref)., (f) Ground Water Table - (i) Maximum And Minimum Levels Of Ground Water In The Area With Sources Of Information. (ii) Ground Water Table During Investigation., (g) Submission Of Six Copies Of Test Reports With Detailed Description Of Field Investigation, Soil Classification And General Nature Of Soil Strata, Water Table, Interpretation Of Test Results, Grains Size, Distribution Curves, Compressive Index Curves, Site Plan Etc. (h) The Sbc Of The Soil Is Required To Be Given As Per Following Table. Calculation Of Bearing Capacity Will Be Governed Generally As Per Is 8009 (pt-i) 1976, Is-2720 (pt-ii) 1980, Is 6403-1981, Is 1904-1984 Is 1904-1984 And Is 1080-1985 And Other Relevant Is Code., (j) With Every Sites Soil Investigation Report, A Detailed Site Plan Showing The Approx Location Of Each Bore Duly Numbered As Per Log Of Bore Hole Should Be Enclosed. Location Of Foundation Of Adjacent Structures, Especially Those That Might Be Impacted By The Proposed Construction. (k) Every Page Of The Soil Investigation Report Should Have The Name Of The Job For Which Soil Investigation Is Being Carried Out. In Case Of Multiple Sites Of A Single Job Are Being Investigated Name Of Each Site Shall Be Put On Each Page Of Report Pertaining To The Site., (l) All Pages Of The Soil Investigation Report Shall Be Serially Numbered, Stamped And Signed By The Agency Carrying Out The Soil Investigation. Report Should Be Scrutinised By Ge And Cwe For Correctness And Endorse. (m) Mobilisation Of Tools And Equipments, Machineries, Manpowers Etc To Site Location And Demolition From Site After Completion Of Work. within the Haryana jurisdiction

The official timeline and deadline details for Corrigendum Tender For Soil Investigation And Sampling , Borehole Drilling And Sbc Analysis , Soil Laboratory Testing Physical , Soil Chemical Analysis , Soil Engineering Properties Test , Water Level Test , Comprehensive Soil Report And Sbc , Foundation Mapping , Mobilization And Final Certification, Soil Investigation, To Carry Out Soil Investigation And Collection Of Samples In All Types Of Strata Including Distrubed, Undistrubed Soil Sampling, Conduction Of Standard Penetration Test (spt), Visual Classification At Regular Interval, Determine The Safe Bearing Capacity Complete With Field And Laboratory Tests On Soil/ Rock Samples Including Trail Pit 1.20m X 1.20m X 3.0m Investigation To Relevant Specification Of Is 2131, Is 6403, Is 1498 Is 2720, Conducting Soil Investigation For The Following - (a) 150mm Dia Meter Bore Holes As Per Is Specification (b) Bore Hole. (i) Depth Of Bore Hole 15.00 Mtr (core Drilling By Calyx Rig) (ii) To Suggest Sbc For Isolated Footing 1.5x1.5, 2.0x2.0, 2.5x2.5 Mtr At 1.5m, 2.0m, 2.5m Depth Strip Depth Strip Footing Of 1.5 2.0 Mtr. (iii) Water Table (iv) Expansive Nature Of Soil With Respect Plasticity Index (v) N Value At 2.5m, 3.0m, 6.0m, 12.0m (vi) Bore Log Of Soil Strata Upto 15.0 Mtr Depth, (c) Collection Of Distrubed And Undistrubed Soil Sample At Interval Of 1.00 Mtr At Change Of Relevant Specification Of Is 2720., (d) Conduction Lab Test On Distrubed Soil Sample At Interval Of 1.00 Mtr Or At Change Of Strata Or As Per Relevant Is Code. (i) Sieve Analysis (ii) Atterbergs Limits (iii) Natural Moisture Content (iv) Particle Size Analysis Test (v) Bulk Density, (e) Conducting Lab Test On Undistrubed Soil Sample As Considered Necessary According To Relevant Specification Of Is 2720 - (i) Sieve Analysis (ii) Atterbergs Limits (iii) Natural Moisture Content (iv) Particle Size Analysis Test (v) Bulk Density (vi) Specific Gravity (vii) Free Swell Index And Swelling Property Of Soil (viii) Organic Matter In Any Soil, In Any (ix) Consolidation Test (compressed Index Value) (x) Trixial Compression Test And Determination Of Shear Parameters (construction Of ) Test As Per Relevant Is. (xi) Harful Salt (complete Investigation As Already Ref)., (f) Ground Water Table - (i) Maximum And Minimum Levels Of Ground Water In The Area With Sources Of Information. (ii) Ground Water Table During Investigation., (g) Submission Of Six Copies Of Test Reports With Detailed Description Of Field Investigation, Soil Classification And General Nature Of Soil Strata, Water Table, Interpretation Of Test Results, Grains Size, Distribution Curves, Compressive Index Curves, Site Plan Etc. (h) The Sbc Of The Soil Is Required To Be Given As Per Following Table. Calculation Of Bearing Capacity Will Be Governed Generally As Per Is 8009 (pt-i) 1976, Is-2720 (pt-ii) 1980, Is 6403-1981, Is 1904-1984 Is 1904-1984 And Is 1080-1985 And Other Relevant Is Code., (j) With Every Sites Soil Investigation Report, A Detailed Site Plan Showing The Approx Location Of Each Bore Duly Numbered As Per Log Of Bore Hole Should Be Enclosed. Location Of Foundation Of Adjacent Structures, Especially Those That Might Be Impacted By The Proposed Construction. (k) Every Page Of The Soil Investigation Report Should Have The Name Of The Job For Which Soil Investigation Is Being Carried Out. In Case Of Multiple Sites Of A Single Job Are Being Investigated Name Of Each Site Shall Be Put On Each Page Of Report Pertaining To The Site., (l) All Pages Of The Soil Investigation Report Shall Be Serially Numbered, Stamped And Signed By The Agency Carrying Out The Soil Investigation. Report Should Be Scrutinised By Ge And Cwe For Correctness And Endorse. (m) Mobilisation Of Tools And Equipments, Machineries, Manpowers Etc To Site Location And Demolition From Site After Completion Of Work. are available inside the detailed notification files. Bidders planning to target this contract in Gurgaon should check the official portal schedule early to complete their online technical and financial submission well before the closing hours.