Indian Army
Jammu And Kashmir | Poonch |
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Time left to bid
9
Days17
Hours27
MinutesTender Roadmap
Publish Date
10 Oct 2024
Tender is published for seller Participation.
Bid Submission End Date
31 Oct 2024
Last day to participate Tender on GeM platform.
Evaluation Date
31 Oct 2024
Technical committe will evaluate Bid and Open Results.
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Mobilisation of manual drilling equipment rig and shifting of entire arrangement from one bore to another hole location and setting of boring drilling rig as per specification Boring shall be carried out upto the required depth however if rock is encountered boring shall be terminated after 5 m in the rock SPT shall be done Boring 150 mm as per specification Collection of undisturbed soil sample at 1.50 M intervals or at any change of strata in 100 mm bore thin walled tube incl waxing sealing packing and transporting to the lab as per specification Carrying out standard penetration test incl collecting of disturbed soil samples in bore holes at every 1.5 m depth or any change of strata and submit the report as per specification Carrying out Plastic limit test as per specification Carrying out Proctor compaction test as per specification Carrying out Tri axial share test as per specification Carrying out Liquid limit test as per specification Carrying out Direct shear test as per specification Carrying out Field density test as per specification Carrying out test for depth of ground water table as per specification Carrying out unconfined compression test as per specification Test for angle of internal friction cohesion dry density as per specification N Value at an interval of 1.50 Mtr for a depth of 8 M as per specification Determination of bearing capacity for foundation or footing at 1.0m 1.5m 2.0m and 2.5m for open foundation as per specification Conducting necessary tests as per relevant IS codes NBC 2016 SP 36 on all collected samples which incl the determination as per specification Atterberg Limits as per specification Natural moisture content as per specification Wet and dry density as per specification Soil particle size distribution using sieve hydrometer analysis as per specification Tri axial shear test C and Phi determination as per specification Shrinkage Limit as per specification Consolidation test as per specification Specific gravity test for sand rock as per specificatio Crushing strength of rock samples as per specification Permeability test as per specification Chemical analysis of ground water sample min 02 samples as per specification Free swell index as per specification Chemical analysis of soil as per specification N Value at an interval of 1.50 Mtr for a depth of 10M as per specification GeMARPTS607 607 / Searched Strings used in GeMARPTS SOIL INVESTIGATION FOR PROVN OF SINGLE JCO OTM ACCN STORE ROOMS AND CH/DH ALONGWITH ALLIED FACILITIES OF INFRA AT ADM BASE JHALLAS GeMARPTS / Searched Result generated in GeMARPTS Category not available on GeM for the text string uploaded by the buyer / Relevant Categories selected for notification Soil Compactor-IS:2720 | |||||||||||||||||||||||||||||
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Poonch | |||||||||||||||||||||||||||||
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SOIL INVESTIGATION FOR PROVN OF SINGLE JCO OTM ACCN;81; Mobilisation of manual drilling equipment rig and shifting of entire arrangement from one bore to another hole location and setting of boring drilling rig as per specification Boring shall be carried out upto the required depth however if rock is encountered boring shall be terminated after 5 m in the rock SPT shall be done Boring 150 mm as per specification Collection of undisturbed soil sample at 1.50 M intervals or at any change of strata in 100 mm bore thin walled tube incl waxing sealing packing and transporting to the lab as per specification Carrying out standard penetration test incl collecting of disturbed soil samples in bore holes at every 1.5 m depth or any change of strata and submit the report as per specification Carrying out Plastic limit test as per specification Carrying out Proctor compaction test as per specification Carrying out Tri axial share test as per specification Carrying out Liquid limit test as per specification Carrying out Direct shear test as per specification Carrying out Field density test as per specification Carrying out test for depth of ground water table as per specification Carrying out unconfined compression test as per specification Test for angle of internal friction cohesion dry density as per specification N Value at an interval of 1.50 Mtr for a depth of 8 M as per specification Determination of bearing capacity for foundation or footing at 1.0m 1.5m 2.0m and 2.5m for open foundation as per specification Conducting necessary tests as per relevant IS codes NBC 2016 SP 36 on all collected samples which incl the determination as per specification Atterberg Limits as per specification Natural moisture content as per specification Wet and dry density as per specification Soil particle size distribution using sieve hydrometer analysis as per specification Tri axial shear test C and Phi determination as per specification Shrinkage Limit as per specification Consolidation test as per specification Specific gravity test for sand rock as per specificatio Crushing strength of rock samples as per specification Permeability test as per specification Chemical analysis of ground water sample min 02 samples as per specification Free swell index as per specification Chemical analysis of soil as per specification N Value at an interval of 1.50 Mtr for a depth of 10M as per specification GeMARPTS607 607 / Searched Strings used in GeMARPTS SOIL INVESTIGATION FOR PROVN OF SINGLE JCO OTM ACCN STORE ROOMS AND CH/DH ALONGWITH ALLIED FACILITIES OF INFRA AT ADM BASE JHALLAS GeMARPTS / Searched Result generated in GeMARPTS Category not available on GeM for the text string uploaded by the buyer / Relevant Categories selected for notification Soil Compactor-IS:2720
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