tender for soil investigation 1 , soil investigation 2 , soil investigation 3 , soil investigation 4 , soil investigation 5 , soil investigation 6 , soil investigation 7 , soil investigation 8 , soil investigation 9 , soil investigation 10 , soil investigation 11 , consultancy 1 , consultancy 2 , consultancy 3 , consultancy 5, consultancy and soil investigation, carrying out soil investigation incl all necessary t&p labour and required materials etc all field work collection and interpretation of data and laboratory studies and submission of report comprising of the following, mobilization of plants and equipment including men and materials as required at site of soil investigation setting of boring drilling as required and demobilization of plants and equipments on completion of work etc complete which includes conveyance of sample collected to testing lab as reqd for the purpose of testing, boring 150mm dia bore holes to any depth through following type of strata, any type of soil, soft rock, hard rock, collection of undisturbed soil samples at every 3m intervals or at any change of strata in 100mm bore thin walled tube including waxing sealing packing transporting to the lab, carrying out standard penetration test spt as per is 2131 including collection of disturbed soil samples in bore holes at every 5m depth or at any change of strata and submit the report with all requisite data, conducting necessary test on all collected samples of each bore hole which includes the determination of, atterberg limits natural moisture content wet and dry density soil particle size using sieve hydrometer analysis and shear strength test unconfined compression v tri-axial shear test c & determination shrinkage limit consolidation test incl pre-consolidation pressure specific gravity test for sand rock crushing strength of rock sample permeability test testing of water sample including ph determination 02 sample free swelling index soluble salt content chloride and sulphate shear strength test un confined compression, complition and analysis of laboratory and field test results and submission of reports in 04 sets alongwith recommendations for seletions of type of foundation with supporting design details and recommendation of sbc etc complete, consultancy services for preparation and supply of architectural drawing plan section and elevation structural design preapration of boq and estimate rate analysis for provision of consultancy work for extension of rcc varandha alongwith rcc roof for airmen billet at lambaline af stn sri vijaya puram consisting of following scope of works, preparation and submission of self sufficient structural design and drawing including structural details structural notes conforming to is 456 and is 816 and is 875 and is 1893 and is 2062 and is 4326 and is 13920 and is 2911 and any other latest and relevant is code, third party vetting & proof checking the consultant shall be responsible for third party vetting or proof checking from iits or nits or any government engineeering college duly signed by authorised signatory on behalf of the institute and not from a professor or individual of the institute in his personal capacity. the design drawings shall also be liable for ensuring that the design and drawings are in compliance as per laid down standards regulations adherence to is specifications and sound engineering practices the consultant is responsible for obtaining clarification from the vetting agency till the completion of work a certificate that all details have been thoroughly checked and are in compliance to standards codes regulations in respect of safety soundness and economy shall be obtained from vetting agency, preparation of boq as per the approved drawing or design based on mes ssr part ii 2020 and market rates where ssr rates are not available note the responsibilty for the structural design or drawings prepared rests with the consultant in case of any defects damage in the designed structure during its design life and the same is attribute to faulty design or drawing the consultant will be liable for penalty of 10 per centage of total project cost

Latest Tender Detail from indian army for the tender for soil investigation 1 , soil investigation 2 , soil investigation 3 , soil investigation 4 , soil investigation 5 , soil investigation 6 , soil investigation 7 , soil investigation 8 , soil investigation 9 , soil investigation 10 , soil investigation 11 , consultancy 1 , consultancy 2 , consultancy 3 , consultancy 5, consultancy and soil investigation, carrying out soil investigation incl all necessary t&p labour and required materials etc all field work collection and interpretation of data and laboratory studies and submission of report comprising of the following, mobilization of plants and equipment including men and materials as required at site of soil investigation setting of boring drilling as required and demobilization of plants and equipments on completion of work etc complete which includes conveyance of sample collected to testing lab as reqd for the purpose of testing, boring 150mm dia bore holes to any depth through following type of strata, any type of soil, soft rock, hard rock, collection of undisturbed soil samples at every 3m intervals or at any change of strata in 100mm bore thin walled tube including waxing sealing packing transporting to the lab, carrying out standard penetration test spt as per is 2131 including collection of disturbed soil samples in bore holes at every 5m depth or at any change of strata and submit the report with all requisite data, conducting necessary test on all collected samples of each bore hole which includes the determination of, atterberg limits natural moisture content wet and dry density soil particle size using sieve hydrometer analysis and shear strength test unconfined compression v tri-axial shear test c & determination shrinkage limit consolidation test incl pre-consolidation pressure specific gravity test for sand rock crushing strength of rock sample permeability test testing of water sample including ph determination 02 sample free swelling index soluble salt content chloride and sulphate shear strength test un confined compression, complition and analysis of laboratory and field test results and submission of reports in 04 sets alongwith recommendations for seletions of type of foundation with supporting design details and recommendation of sbc etc complete, consultancy services for preparation and supply of architectural drawing plan section and elevation structural design preapration of boq and estimate rate analysis for provision of consultancy work for extension of rcc varandha alongwith rcc roof for airmen billet at lambaline af stn sri vijaya puram consisting of following scope of works, preparation and submission of self sufficient structural design and drawing including structural details structural notes conforming to is 456 and is 816 and is 875 and is 1893 and is 2062 and is 4326 and is 13920 and is 2911 and any other latest and relevant is code, third party vetting & proof checking the consultant shall be responsible for third party vetting or proof checking from iits or nits or any government engineeering college duly signed by authorised signatory on behalf of the institute and not from a professor or individual of the institute in his personal capacity. the design drawings shall also be liable for ensuring that the design and drawings are in compliance as per laid down standards regulations adherence to is specifications and sound engineering practices the consultant is responsible for obtaining clarification from the vetting agency till the completion of work a certificate that all details have been thoroughly checked and are in compliance to standards codes regulations in respect of safety soundness and economy shall be obtained from vetting agency, preparation of boq as per the approved drawing or design based on mes ssr part ii 2020 and market rates where ssr rates are not available note the responsibilty for the structural design or drawings prepared rests with the consultant in case of any defects damage in the designed structure during its design life and the same is attribute to faulty design or drawing the consultant will be liable for penalty of 10 per centage of total project cost in port blair, andaman and nicobar islands,. Reference number 15849383. Don't miss out on this chance to be part of a significant project. Register for free today to access the complete tender details and download the necessary documents. Seize the opportunity with Tender 18!

T18 Ref No:15849383
Tender ID:
Tender Agency:indian army
City:port blair
State:andaman and nicobar islands
Description :total quantity = 43 ----- document required from seller = experience criteria,past performance,bidder turnover,certificate (requested in atc),oem annual turnover ----- evaluation method = total value wise evaluation
Tender Value:Refer Document
Tender EMD:Refer Document
Tender Fee:Refer Document
Published Date:May 16, 2026
Due Date:May 26, 2026
Tender Opening Date:May 26, 2026
Tender DocumentsDownload Document
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.
Tender Inquiry

This Government Tender has been Published  by Indian army for work related to in Port blair, Andaman and nicobar islands. The Tender work is tender for soil investigation 1 , soil investigation 2 , soil investigation 3 , soil investigation 4 , soil investigation 5 , soil investigation 6 , soil investigation 7 , soil investigation 8 , soil investigation 9 , soil investigation 10 , soil investigation 11 , consultancy 1 , consultancy 2 , consultancy 3 , consultancy 5, consultancy and soil investigation, carrying out soil investigation incl all necessary t&p labour and required materials etc all field work collection and interpretation of data and laboratory studies and submission of report comprising of the following, mobilization of plants and equipment including men and materials as required at site of soil investigation setting of boring drilling as required and demobilization of plants and equipments on completion of work etc complete which includes conveyance of sample collected to testing lab as reqd for the purpose of testing, boring 150mm dia bore holes to any depth through following type of strata, any type of soil, soft rock, hard rock, collection of undisturbed soil samples at every 3m intervals or at any change of strata in 100mm bore thin walled tube including waxing sealing packing transporting to the lab, carrying out standard penetration test spt as per is 2131 including collection of disturbed soil samples in bore holes at every 5m depth or at any change of strata and submit the report with all requisite data, conducting necessary test on all collected samples of each bore hole which includes the determination of, atterberg limits natural moisture content wet and dry density soil particle size using sieve hydrometer analysis and shear strength test unconfined compression v tri-axial shear test c & determination shrinkage limit consolidation test incl pre-consolidation pressure specific gravity test for sand rock crushing strength of rock sample permeability test testing of water sample including ph determination 02 sample free swelling index soluble salt content chloride and sulphate shear strength test un confined compression, complition and analysis of laboratory and field test results and submission of reports in 04 sets alongwith recommendations for seletions of type of foundation with supporting design details and recommendation of sbc etc complete, consultancy services for preparation and supply of architectural drawing plan section and elevation structural design preapration of boq and estimate rate analysis for provision of consultancy work for extension of rcc varandha alongwith rcc roof for airmen billet at lambaline af stn sri vijaya puram consisting of following scope of works, preparation and submission of self sufficient structural design and drawing including structural details structural notes conforming to is 456 and is 816 and is 875 and is 1893 and is 2062 and is 4326 and is 13920 and is 2911 and any other latest and relevant is code, third party vetting & proof checking the consultant shall be responsible for third party vetting or proof checking from iits or nits or any government engineeering college duly signed by authorised signatory on behalf of the institute and not from a professor or individual of the institute in his personal capacity. the design drawings shall also be liable for ensuring that the design and drawings are in compliance as per laid down standards regulations adherence to is specifications and sound engineering practices the consultant is responsible for obtaining clarification from the vetting agency till the completion of work a certificate that all details have been thoroughly checked and are in compliance to standards codes regulations in respect of safety soundness and economy shall be obtained from vetting agency, preparation of boq as per the approved drawing or design based on mes ssr part ii 2020 and market rates where ssr rates are not available note the responsibilty for the structural design or drawings prepared rests with the consultant in case of any defects damage in the designed structure during its design life and the same is attribute to faulty design or drawing the consultant will be liable for penalty of 10 per centage of total project cost. Tender18 Provide this type Government Tender Information on daily basis.


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To participate in the tender for soil investigation 1 , soil investigation 2 , soil investigation 3 , soil investigation 4 , soil investigation 5 , soil investigation 6 , soil investigation 7 , soil investigation 8 , soil investigation 9 , soil investigation 10 , soil investigation 11 , consultancy 1 , consultancy 2 , consultancy 3 , consultancy 5, consultancy and soil investigation, carrying out soil investigation incl all necessary t&p labour and required materials etc all field work collection and interpretation of data and laboratory studies and submission of report comprising of the following, mobilization of plants and equipment including men and materials as required at site of soil investigation setting of boring drilling as required and demobilization of plants and equipments on completion of work etc complete which includes conveyance of sample collected to testing lab as reqd for the purpose of testing, boring 150mm dia bore holes to any depth through following type of strata, any type of soil, soft rock, hard rock, collection of undisturbed soil samples at every 3m intervals or at any change of strata in 100mm bore thin walled tube including waxing sealing packing transporting to the lab, carrying out standard penetration test spt as per is 2131 including collection of disturbed soil samples in bore holes at every 5m depth or at any change of strata and submit the report with all requisite data, conducting necessary test on all collected samples of each bore hole which includes the determination of, atterberg limits natural moisture content wet and dry density soil particle size using sieve hydrometer analysis and shear strength test unconfined compression v tri-axial shear test c & determination shrinkage limit consolidation test incl pre-consolidation pressure specific gravity test for sand rock crushing strength of rock sample permeability test testing of water sample including ph determination 02 sample free swelling index soluble salt content chloride and sulphate shear strength test un confined compression, complition and analysis of laboratory and field test results and submission of reports in 04 sets alongwith recommendations for seletions of type of foundation with supporting design details and recommendation of sbc etc complete, consultancy services for preparation and supply of architectural drawing plan section and elevation structural design preapration of boq and estimate rate analysis for provision of consultancy work for extension of rcc varandha alongwith rcc roof for airmen billet at lambaline af stn sri vijaya puram consisting of following scope of works, preparation and submission of self sufficient structural design and drawing including structural details structural notes conforming to is 456 and is 816 and is 875 and is 1893 and is 2062 and is 4326 and is 13920 and is 2911 and any other latest and relevant is code, third party vetting & proof checking the consultant shall be responsible for third party vetting or proof checking from iits or nits or any government engineeering college duly signed by authorised signatory on behalf of the institute and not from a professor or individual of the institute in his personal capacity. the design drawings shall also be liable for ensuring that the design and drawings are in compliance as per laid down standards regulations adherence to is specifications and sound engineering practices the consultant is responsible for obtaining clarification from the vetting agency till the completion of work a certificate that all details have been thoroughly checked and are in compliance to standards codes regulations in respect of safety soundness and economy shall be obtained from vetting agency, preparation of boq as per the approved drawing or design based on mes ssr part ii 2020 and market rates where ssr rates are not available note the responsibilty for the structural design or drawings prepared rests with the consultant in case of any defects damage in the designed structure during its design life and the same is attribute to faulty design or drawing the consultant will be liable for penalty of 10 per centage of total project cost, bidders should first download and review all available tender documents. These documents generally include the Notice Inviting Tender (NIT), Bill of Quantities (BOQ), technical specifications, eligibility criteria, scope of work, and bid submission instructions.


Tender Governemnt Authorities like Indian army usually publish these documents on their official eProcurement portals, departmental tender portals, the GeM Tender Portal, or other government procurement platforms or on newspapre. Finding and accessing the correct tender documents across multiple portals can sometimes be time-consuming for bidders. 


To make the process easier, Tender18 provides quick access to the available tender documents related to this Port blair , Andaman and nicobar islands tender on a single page. Businesses involved in related products, services, or works can conveniently download the relevant documents and review the tender requirements without spending time searching across different procurement portals.

The tender for soil investigation 1 , soil investigation 2 , soil investigation 3 , soil investigation 4 , soil investigation 5 , soil investigation 6 , soil investigation 7 , soil investigation 8 , soil investigation 9 , soil investigation 10 , soil investigation 11 , consultancy 1 , consultancy 2 , consultancy 3 , consultancy 5, consultancy and soil investigation, carrying out soil investigation incl all necessary t&p labour and required materials etc all field work collection and interpretation of data and laboratory studies and submission of report comprising of the following, mobilization of plants and equipment including men and materials as required at site of soil investigation setting of boring drilling as required and demobilization of plants and equipments on completion of work etc complete which includes conveyance of sample collected to testing lab as reqd for the purpose of testing, boring 150mm dia bore holes to any depth through following type of strata, any type of soil, soft rock, hard rock, collection of undisturbed soil samples at every 3m intervals or at any change of strata in 100mm bore thin walled tube including waxing sealing packing transporting to the lab, carrying out standard penetration test spt as per is 2131 including collection of disturbed soil samples in bore holes at every 5m depth or at any change of strata and submit the report with all requisite data, conducting necessary test on all collected samples of each bore hole which includes the determination of, atterberg limits natural moisture content wet and dry density soil particle size using sieve hydrometer analysis and shear strength test unconfined compression v tri-axial shear test c & determination shrinkage limit consolidation test incl pre-consolidation pressure specific gravity test for sand rock crushing strength of rock sample permeability test testing of water sample including ph determination 02 sample free swelling index soluble salt content chloride and sulphate shear strength test un confined compression, complition and analysis of laboratory and field test results and submission of reports in 04 sets alongwith recommendations for seletions of type of foundation with supporting design details and recommendation of sbc etc complete, consultancy services for preparation and supply of architectural drawing plan section and elevation structural design preapration of boq and estimate rate analysis for provision of consultancy work for extension of rcc varandha alongwith rcc roof for airmen billet at lambaline af stn sri vijaya puram consisting of following scope of works, preparation and submission of self sufficient structural design and drawing including structural details structural notes conforming to is 456 and is 816 and is 875 and is 1893 and is 2062 and is 4326 and is 13920 and is 2911 and any other latest and relevant is code, third party vetting & proof checking the consultant shall be responsible for third party vetting or proof checking from iits or nits or any government engineeering college duly signed by authorised signatory on behalf of the institute and not from a professor or individual of the institute in his personal capacity. the design drawings shall also be liable for ensuring that the design and drawings are in compliance as per laid down standards regulations adherence to is specifications and sound engineering practices the consultant is responsible for obtaining clarification from the vetting agency till the completion of work a certificate that all details have been thoroughly checked and are in compliance to standards codes regulations in respect of safety soundness and economy shall be obtained from vetting agency, preparation of boq as per the approved drawing or design based on mes ssr part ii 2020 and market rates where ssr rates are not available note the responsibilty for the structural design or drawings prepared rests with the consultant in case of any defects damage in the designed structure during its design life and the same is attribute to faulty design or drawing the consultant will be liable for penalty of 10 per centage of total project cost from Port blair, Andaman and nicobar islands may be relevant for contractors, suppliers, vendors, manufacturers, consultants, service providers, startups, MSMEs, and other organizations involved in related products, services, or works. However, eligibility to participate depends on the qualification criteria specified by Indian army in the official tender documents.

Before submitting a bid, interested applicants should carefully review the eligibility conditions, technical requirements, financial criteria, work experience requirements, annual turnover conditions, registrations, certifications, and any other supporting documents required by the tendering authority. The detailed qualification requirements and bidder eligibility criteria are available in the tender notice and related documents provided on this page. 

Ensuring compliance with all eligibility and qualification requirements before bid submission can help bidders avoid disqualification and improve their chances of successful participation in the tender process.

Tende18 provides comprehensive tender bidding services, including a complete tender summary along with a detailed analysis of the Tender Qualification and Eligibility Criteria.

Interested in participating in the tender for soil investigation 1 , soil investigation 2 , soil investigation 3 , soil investigation 4 , soil investigation 5 , soil investigation 6 , soil investigation 7 , soil investigation 8 , soil investigation 9 , soil investigation 10 , soil investigation 11 , consultancy 1 , consultancy 2 , consultancy 3 , consultancy 5, consultancy and soil investigation, carrying out soil investigation incl all necessary t&p labour and required materials etc all field work collection and interpretation of data and laboratory studies and submission of report comprising of the following, mobilization of plants and equipment including men and materials as required at site of soil investigation setting of boring drilling as required and demobilization of plants and equipments on completion of work etc complete which includes conveyance of sample collected to testing lab as reqd for the purpose of testing, boring 150mm dia bore holes to any depth through following type of strata, any type of soil, soft rock, hard rock, collection of undisturbed soil samples at every 3m intervals or at any change of strata in 100mm bore thin walled tube including waxing sealing packing transporting to the lab, carrying out standard penetration test spt as per is 2131 including collection of disturbed soil samples in bore holes at every 5m depth or at any change of strata and submit the report with all requisite data, conducting necessary test on all collected samples of each bore hole which includes the determination of, atterberg limits natural moisture content wet and dry density soil particle size using sieve hydrometer analysis and shear strength test unconfined compression v tri-axial shear test c & determination shrinkage limit consolidation test incl pre-consolidation pressure specific gravity test for sand rock crushing strength of rock sample permeability test testing of water sample including ph determination 02 sample free swelling index soluble salt content chloride and sulphate shear strength test un confined compression, complition and analysis of laboratory and field test results and submission of reports in 04 sets alongwith recommendations for seletions of type of foundation with supporting design details and recommendation of sbc etc complete, consultancy services for preparation and supply of architectural drawing plan section and elevation structural design preapration of boq and estimate rate analysis for provision of consultancy work for extension of rcc varandha alongwith rcc roof for airmen billet at lambaline af stn sri vijaya puram consisting of following scope of works, preparation and submission of self sufficient structural design and drawing including structural details structural notes conforming to is 456 and is 816 and is 875 and is 1893 and is 2062 and is 4326 and is 13920 and is 2911 and any other latest and relevant is code, third party vetting & proof checking the consultant shall be responsible for third party vetting or proof checking from iits or nits or any government engineeering college duly signed by authorised signatory on behalf of the institute and not from a professor or individual of the institute in his personal capacity. the design drawings shall also be liable for ensuring that the design and drawings are in compliance as per laid down standards regulations adherence to is specifications and sound engineering practices the consultant is responsible for obtaining clarification from the vetting agency till the completion of work a certificate that all details have been thoroughly checked and are in compliance to standards codes regulations in respect of safety soundness and economy shall be obtained from vetting agency, preparation of boq as per the approved drawing or design based on mes ssr part ii 2020 and market rates where ssr rates are not available note the responsibilty for the structural design or drawings prepared rests with the consultant in case of any defects damage in the designed structure during its design life and the same is attribute to faulty design or drawing the consultant will be liable for penalty of 10 per centage of total project cost issued by Indian army for related work in Port blair, Andaman and nicobar islands? TENDER18 provides complete assistance to help businesses understand tender requirements, access tender documents, review eligibility criteria, qualification requirements, important dates, and bid submission guidelines associated with this tender.

Our Tender18 Expert Technical team can assist with vendor and GeM registration on the relevant departmental, eProcurement, GeM, or government tender portal, preparation of technical and financial bid documents, compliance with qualification criteria, document verification, and complete online tender submission support. Whether you are a contractor, supplier, manufacturer, consultant, startup, or MSME working in the field of , Tender18 can help simplify the tender participation process and support you throughout every stage of bidding for this tender. so that tender18 is one the top leading tender consultant in Inda.

1.
Whom should I contact if I have further queries about the Tender scope?

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 parameters and guide you on how to coordinate efficiently with the procurement team of Indian army

2.
How can Tender18 assist my business in winning this government contract?

Tender18 provides end-to-end professional bidding support and documentation advisory for tender for soil investigation 1 , soil investigation 2 , soil investigation 3 , soil investigation 4 , soil investigation 5 , soil investigation 6 , soil investigation 7 , soil investigation 8 , soil investigation 9 , soil investigation 10 , soil investigation 11 , consultancy 1 , consultancy 2 , consultancy 3 , consultancy 5, consultancy and soil investigation, carrying out soil investigation incl all necessary t&p labour and required materials etc all field work collection and interpretation of data and laboratory studies and submission of report comprising of the following, mobilization of plants and equipment including men and materials as required at site of soil investigation setting of boring drilling as required and demobilization of plants and equipments on completion of work etc complete which includes conveyance of sample collected to testing lab as reqd for the purpose of testing, boring 150mm dia bore holes to any depth through following type of strata, any type of soil, soft rock, hard rock, collection of undisturbed soil samples at every 3m intervals or at any change of strata in 100mm bore thin walled tube including waxing sealing packing transporting to the lab, carrying out standard penetration test spt as per is 2131 including collection of disturbed soil samples in bore holes at every 5m depth or at any change of strata and submit the report with all requisite data, conducting necessary test on all collected samples of each bore hole which includes the determination of, atterberg limits natural moisture content wet and dry density soil particle size using sieve hydrometer analysis and shear strength test unconfined compression v tri-axial shear test c & determination shrinkage limit consolidation test incl pre-consolidation pressure specific gravity test for sand rock crushing strength of rock sample permeability test testing of water sample including ph determination 02 sample free swelling index soluble salt content chloride and sulphate shear strength test un confined compression, complition and analysis of laboratory and field test results and submission of reports in 04 sets alongwith recommendations for seletions of type of foundation with supporting design details and recommendation of sbc etc complete, consultancy services for preparation and supply of architectural drawing plan section and elevation structural design preapration of boq and estimate rate analysis for provision of consultancy work for extension of rcc varandha alongwith rcc roof for airmen billet at lambaline af stn sri vijaya puram consisting of following scope of works, preparation and submission of self sufficient structural design and drawing including structural details structural notes conforming to is 456 and is 816 and is 875 and is 1893 and is 2062 and is 4326 and is 13920 and is 2911 and any other latest and relevant is code, third party vetting & proof checking the consultant shall be responsible for third party vetting or proof checking from iits or nits or any government engineeering college duly signed by authorised signatory on behalf of the institute and not from a professor or individual of the institute in his personal capacity. the design drawings shall also be liable for ensuring that the design and drawings are in compliance as per laid down standards regulations adherence to is specifications and sound engineering practices the consultant is responsible for obtaining clarification from the vetting agency till the completion of work a certificate that all details have been thoroughly checked and are in compliance to standards codes regulations in respect of safety soundness and economy shall be obtained from vetting agency, preparation of boq as per the approved drawing or design based on mes ssr part ii 2020 and market rates where ssr rates are not available note the responsibilty for the structural design or drawings prepared rests with the consultant in case of any defects damage in the designed structure during its design life and the same is attribute to faulty design or drawing the consultant will be liable for penalty of 10 per centage of total project cost . 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.

3.
What are the main reasons for a technical tender rejection?

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 1 , soil investigation 2 , soil investigation 3 , soil investigation 4 , soil investigation 5 , soil investigation 6 , soil investigation 7 , soil investigation 8 , soil investigation 9 , soil investigation 10 , soil investigation 11 , consultancy 1 , consultancy 2 , consultancy 3 , consultancy 5, consultancy and soil investigation, carrying out soil investigation incl all necessary t&p labour and required materials etc all field work collection and interpretation of data and laboratory studies and submission of report comprising of the following, mobilization of plants and equipment including men and materials as required at site of soil investigation setting of boring drilling as required and demobilization of plants and equipments on completion of work etc complete which includes conveyance of sample collected to testing lab as reqd for the purpose of testing, boring 150mm dia bore holes to any depth through following type of strata, any type of soil, soft rock, hard rock, collection of undisturbed soil samples at every 3m intervals or at any change of strata in 100mm bore thin walled tube including waxing sealing packing transporting to the lab, carrying out standard penetration test spt as per is 2131 including collection of disturbed soil samples in bore holes at every 5m depth or at any change of strata and submit the report with all requisite data, conducting necessary test on all collected samples of each bore hole which includes the determination of, atterberg limits natural moisture content wet and dry density soil particle size using sieve hydrometer analysis and shear strength test unconfined compression v tri-axial shear test c & determination shrinkage limit consolidation test incl pre-consolidation pressure specific gravity test for sand rock crushing strength of rock sample permeability test testing of water sample including ph determination 02 sample free swelling index soluble salt content chloride and sulphate shear strength test un confined compression, complition and analysis of laboratory and field test results and submission of reports in 04 sets alongwith recommendations for seletions of type of foundation with supporting design details and recommendation of sbc etc complete, consultancy services for preparation and supply of architectural drawing plan section and elevation structural design preapration of boq and estimate rate analysis for provision of consultancy work for extension of rcc varandha alongwith rcc roof for airmen billet at lambaline af stn sri vijaya puram consisting of following scope of works, preparation and submission of self sufficient structural design and drawing including structural details structural notes conforming to is 456 and is 816 and is 875 and is 1893 and is 2062 and is 4326 and is 13920 and is 2911 and any other latest and relevant is code, third party vetting & proof checking the consultant shall be responsible for third party vetting or proof checking from iits or nits or any government engineeering college duly signed by authorised signatory on behalf of the institute and not from a professor or individual of the institute in his personal capacity. the design drawings shall also be liable for ensuring that the design and drawings are in compliance as per laid down standards regulations adherence to is specifications and sound engineering practices the consultant is responsible for obtaining clarification from the vetting agency till the completion of work a certificate that all details have been thoroughly checked and are in compliance to standards codes regulations in respect of safety soundness and economy shall be obtained from vetting agency, preparation of boq as per the approved drawing or design based on mes ssr part ii 2020 and market rates where ssr rates are not available note the responsibilty for the structural design or drawings prepared rests with the consultant in case of any defects damage in the designed structure during its design life and the same is attribute to faulty design or drawing the consultant will be liable for penalty of 10 per centage of total project cost in Andaman and nicobar islands.

4.
Can contractors located outside the local region participate in this bid?

Eligibility for outstation bidders depends entirely on the terms set inside the document for tender for soil investigation 1 , soil investigation 2 , soil investigation 3 , soil investigation 4 , soil investigation 5 , soil investigation 6 , soil investigation 7 , soil investigation 8 , soil investigation 9 , soil investigation 10 , soil investigation 11 , consultancy 1 , consultancy 2 , consultancy 3 , consultancy 5, consultancy and soil investigation, carrying out soil investigation incl all necessary t&p labour and required materials etc all field work collection and interpretation of data and laboratory studies and submission of report comprising of the following, mobilization of plants and equipment including men and materials as required at site of soil investigation setting of boring drilling as required and demobilization of plants and equipments on completion of work etc complete which includes conveyance of sample collected to testing lab as reqd for the purpose of testing, boring 150mm dia bore holes to any depth through following type of strata, any type of soil, soft rock, hard rock, collection of undisturbed soil samples at every 3m intervals or at any change of strata in 100mm bore thin walled tube including waxing sealing packing transporting to the lab, carrying out standard penetration test spt as per is 2131 including collection of disturbed soil samples in bore holes at every 5m depth or at any change of strata and submit the report with all requisite data, conducting necessary test on all collected samples of each bore hole which includes the determination of, atterberg limits natural moisture content wet and dry density soil particle size using sieve hydrometer analysis and shear strength test unconfined compression v tri-axial shear test c & determination shrinkage limit consolidation test incl pre-consolidation pressure specific gravity test for sand rock crushing strength of rock sample permeability test testing of water sample including ph determination 02 sample free swelling index soluble salt content chloride and sulphate shear strength test un confined compression, complition and analysis of laboratory and field test results and submission of reports in 04 sets alongwith recommendations for seletions of type of foundation with supporting design details and recommendation of sbc etc complete, consultancy services for preparation and supply of architectural drawing plan section and elevation structural design preapration of boq and estimate rate analysis for provision of consultancy work for extension of rcc varandha alongwith rcc roof for airmen billet at lambaline af stn sri vijaya puram consisting of following scope of works, preparation and submission of self sufficient structural design and drawing including structural details structural notes conforming to is 456 and is 816 and is 875 and is 1893 and is 2062 and is 4326 and is 13920 and is 2911 and any other latest and relevant is code, third party vetting & proof checking the consultant shall be responsible for third party vetting or proof checking from iits or nits or any government engineeering college duly signed by authorised signatory on behalf of the institute and not from a professor or individual of the institute in his personal capacity. the design drawings shall also be liable for ensuring that the design and drawings are in compliance as per laid down standards regulations adherence to is specifications and sound engineering practices the consultant is responsible for obtaining clarification from the vetting agency till the completion of work a certificate that all details have been thoroughly checked and are in compliance to standards codes regulations in respect of safety soundness and economy shall be obtained from vetting agency, preparation of boq as per the approved drawing or design based on mes ssr part ii 2020 and market rates where ssr rates are not available note the responsibilty for the structural design or drawings prepared rests with the consultant in case of any defects damage in the designed structure during its design life and the same is attribute to faulty design or drawing the consultant will be liable for penalty of 10 per centage of total project cost. While many public sector projects allow national competitive bidding, certain localized works require local offices or specific registration metrics in Port blair.

5.
Do I need an active GeM Portal registration to apply for this work?

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

6.
What are the primary legal documents required to submit a valid bid?

To register an eligible bid for these contracts, companies must prepare their core compliance documents. Vendors operating across Andaman and nicobar islands must ensure they possess a valid GST registration, permanent account number (PAN), and active Class-3 Digital Signature Certificates.

7.
What products or services are required for this active work?

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 Port blair region.

8.
Where can I review the estimated cost or budget details for this Tender?

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 1 , soil investigation 2 , soil investigation 3 , soil investigation 4 , soil investigation 5 , soil investigation 6 , soil investigation 7 , soil investigation 8 , soil investigation 9 , soil investigation 10 , soil investigation 11 , consultancy 1 , consultancy 2 , consultancy 3 , consultancy 5, consultancy and soil investigation, carrying out soil investigation incl all necessary t&p labour and required materials etc all field work collection and interpretation of data and laboratory studies and submission of report comprising of the following, mobilization of plants and equipment including men and materials as required at site of soil investigation setting of boring drilling as required and demobilization of plants and equipments on completion of work etc complete which includes conveyance of sample collected to testing lab as reqd for the purpose of testing, boring 150mm dia bore holes to any depth through following type of strata, any type of soil, soft rock, hard rock, collection of undisturbed soil samples at every 3m intervals or at any change of strata in 100mm bore thin walled tube including waxing sealing packing transporting to the lab, carrying out standard penetration test spt as per is 2131 including collection of disturbed soil samples in bore holes at every 5m depth or at any change of strata and submit the report with all requisite data, conducting necessary test on all collected samples of each bore hole which includes the determination of, atterberg limits natural moisture content wet and dry density soil particle size using sieve hydrometer analysis and shear strength test unconfined compression v tri-axial shear test c & determination shrinkage limit consolidation test incl pre-consolidation pressure specific gravity test for sand rock crushing strength of rock sample permeability test testing of water sample including ph determination 02 sample free swelling index soluble salt content chloride and sulphate shear strength test un confined compression, complition and analysis of laboratory and field test results and submission of reports in 04 sets alongwith recommendations for seletions of type of foundation with supporting design details and recommendation of sbc etc complete, consultancy services for preparation and supply of architectural drawing plan section and elevation structural design preapration of boq and estimate rate analysis for provision of consultancy work for extension of rcc varandha alongwith rcc roof for airmen billet at lambaline af stn sri vijaya puram consisting of following scope of works, preparation and submission of self sufficient structural design and drawing including structural details structural notes conforming to is 456 and is 816 and is 875 and is 1893 and is 2062 and is 4326 and is 13920 and is 2911 and any other latest and relevant is code, third party vetting & proof checking the consultant shall be responsible for third party vetting or proof checking from iits or nits or any government engineeering college duly signed by authorised signatory on behalf of the institute and not from a professor or individual of the institute in his personal capacity. the design drawings shall also be liable for ensuring that the design and drawings are in compliance as per laid down standards regulations adherence to is specifications and sound engineering practices the consultant is responsible for obtaining clarification from the vetting agency till the completion of work a certificate that all details have been thoroughly checked and are in compliance to standards codes regulations in respect of safety soundness and economy shall be obtained from vetting agency, preparation of boq as per the approved drawing or design based on mes ssr part ii 2020 and market rates where ssr rates are not available note the responsibilty for the structural design or drawings prepared rests with the consultant in case of any defects damage in the designed structure during its design life and the same is attribute to faulty design or drawing the consultant will be liable for penalty of 10 per centage of total project cost by Indian army

9.
How can I download the official BOQ file for this opportunity?

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 1 , soil investigation 2 , soil investigation 3 , soil investigation 4 , soil investigation 5 , soil investigation 6 , soil investigation 7 , soil investigation 8 , soil investigation 9 , soil investigation 10 , soil investigation 11 , consultancy 1 , consultancy 2 , consultancy 3 , consultancy 5, consultancy and soil investigation, carrying out soil investigation incl all necessary t&p labour and required materials etc all field work collection and interpretation of data and laboratory studies and submission of report comprising of the following, mobilization of plants and equipment including men and materials as required at site of soil investigation setting of boring drilling as required and demobilization of plants and equipments on completion of work etc complete which includes conveyance of sample collected to testing lab as reqd for the purpose of testing, boring 150mm dia bore holes to any depth through following type of strata, any type of soil, soft rock, hard rock, collection of undisturbed soil samples at every 3m intervals or at any change of strata in 100mm bore thin walled tube including waxing sealing packing transporting to the lab, carrying out standard penetration test spt as per is 2131 including collection of disturbed soil samples in bore holes at every 5m depth or at any change of strata and submit the report with all requisite data, conducting necessary test on all collected samples of each bore hole which includes the determination of, atterberg limits natural moisture content wet and dry density soil particle size using sieve hydrometer analysis and shear strength test unconfined compression v tri-axial shear test c & determination shrinkage limit consolidation test incl pre-consolidation pressure specific gravity test for sand rock crushing strength of rock sample permeability test testing of water sample including ph determination 02 sample free swelling index soluble salt content chloride and sulphate shear strength test un confined compression, complition and analysis of laboratory and field test results and submission of reports in 04 sets alongwith recommendations for seletions of type of foundation with supporting design details and recommendation of sbc etc complete, consultancy services for preparation and supply of architectural drawing plan section and elevation structural design preapration of boq and estimate rate analysis for provision of consultancy work for extension of rcc varandha alongwith rcc roof for airmen billet at lambaline af stn sri vijaya puram consisting of following scope of works, preparation and submission of self sufficient structural design and drawing including structural details structural notes conforming to is 456 and is 816 and is 875 and is 1893 and is 2062 and is 4326 and is 13920 and is 2911 and any other latest and relevant is code, third party vetting & proof checking the consultant shall be responsible for third party vetting or proof checking from iits or nits or any government engineeering college duly signed by authorised signatory on behalf of the institute and not from a professor or individual of the institute in his personal capacity. the design drawings shall also be liable for ensuring that the design and drawings are in compliance as per laid down standards regulations adherence to is specifications and sound engineering practices the consultant is responsible for obtaining clarification from the vetting agency till the completion of work a certificate that all details have been thoroughly checked and are in compliance to standards codes regulations in respect of safety soundness and economy shall be obtained from vetting agency, preparation of boq as per the approved drawing or design based on mes ssr part ii 2020 and market rates where ssr rates are not available note the responsibilty for the structural design or drawings prepared rests with the consultant in case of any defects damage in the designed structure during its design life and the same is attribute to faulty design or drawing the consultant will be liable for penalty of 10 per centage of total project cost within the Andaman and nicobar islands jurisdiction

10.
How can I find the submission closing date for this contract?

The official timeline and deadline details for tender for soil investigation 1 , soil investigation 2 , soil investigation 3 , soil investigation 4 , soil investigation 5 , soil investigation 6 , soil investigation 7 , soil investigation 8 , soil investigation 9 , soil investigation 10 , soil investigation 11 , consultancy 1 , consultancy 2 , consultancy 3 , consultancy 5, consultancy and soil investigation, carrying out soil investigation incl all necessary t&p labour and required materials etc all field work collection and interpretation of data and laboratory studies and submission of report comprising of the following, mobilization of plants and equipment including men and materials as required at site of soil investigation setting of boring drilling as required and demobilization of plants and equipments on completion of work etc complete which includes conveyance of sample collected to testing lab as reqd for the purpose of testing, boring 150mm dia bore holes to any depth through following type of strata, any type of soil, soft rock, hard rock, collection of undisturbed soil samples at every 3m intervals or at any change of strata in 100mm bore thin walled tube including waxing sealing packing transporting to the lab, carrying out standard penetration test spt as per is 2131 including collection of disturbed soil samples in bore holes at every 5m depth or at any change of strata and submit the report with all requisite data, conducting necessary test on all collected samples of each bore hole which includes the determination of, atterberg limits natural moisture content wet and dry density soil particle size using sieve hydrometer analysis and shear strength test unconfined compression v tri-axial shear test c & determination shrinkage limit consolidation test incl pre-consolidation pressure specific gravity test for sand rock crushing strength of rock sample permeability test testing of water sample including ph determination 02 sample free swelling index soluble salt content chloride and sulphate shear strength test un confined compression, complition and analysis of laboratory and field test results and submission of reports in 04 sets alongwith recommendations for seletions of type of foundation with supporting design details and recommendation of sbc etc complete, consultancy services for preparation and supply of architectural drawing plan section and elevation structural design preapration of boq and estimate rate analysis for provision of consultancy work for extension of rcc varandha alongwith rcc roof for airmen billet at lambaline af stn sri vijaya puram consisting of following scope of works, preparation and submission of self sufficient structural design and drawing including structural details structural notes conforming to is 456 and is 816 and is 875 and is 1893 and is 2062 and is 4326 and is 13920 and is 2911 and any other latest and relevant is code, third party vetting & proof checking the consultant shall be responsible for third party vetting or proof checking from iits or nits or any government engineeering college duly signed by authorised signatory on behalf of the institute and not from a professor or individual of the institute in his personal capacity. the design drawings shall also be liable for ensuring that the design and drawings are in compliance as per laid down standards regulations adherence to is specifications and sound engineering practices the consultant is responsible for obtaining clarification from the vetting agency till the completion of work a certificate that all details have been thoroughly checked and are in compliance to standards codes regulations in respect of safety soundness and economy shall be obtained from vetting agency, preparation of boq as per the approved drawing or design based on mes ssr part ii 2020 and market rates where ssr rates are not available note the responsibilty for the structural design or drawings prepared rests with the consultant in case of any defects damage in the designed structure during its design life and the same is attribute to faulty design or drawing the consultant will be liable for penalty of 10 per centage of total project cost are available inside the detailed notification files. Bidders planning to target this contract in Port blair should check the official portal schedule early to complete their online technical and financial submission well before the closing hours.