Indian Army Tender
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Indian Army Tender
Civil And Construction
Excavation
GEM
Opening Date17 Oct 2024
Closing Date7 Nov 2024
Tender Amount₹ 2,31,221
Costs
EMD
Refer DocumentsDocument Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
GEM/2024/B/5451779Tender No
GEM/2024/B/5451779Tender Authority
Indian Army ViewPurchaser Address
-Website
http://bidplus.gem.gov.in
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Documents
techspecifsoil_investigation_2024-09-28-13-47-16_6c0309ac18c867169c50af357f94fa52.pdf
boq_item_sample_file_2024-09-28-13-47-16_8bf3dd7007146d69d36a5da5ece7bdce.csv
BOQ Items
Carrying out standard penetration test , Carrying out standard penetration test (SPT) as per IS 2131 including collection of disturbed soild samples in bore holes at every 1.0 M depth or any change of strata and submit the report with all requisite date.
15
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Carrying necessary tests on all collection , Carrying necessary tests on all collection of DS/UDS/SPT samples which includes the determination of the following test Each 01.
(i) Shrinkage limit (ii) Atterberg limits (iii) Natural moisture content (iv) Wet and dry density (v) Particle size (Soil grain size) (vi) Consolidation test including pre consolidation pressure
(vii) Tri-axial sheer test C&Q determination (viii) Direct shear permeability test (ix) Specific gravity (x) Crushing Strength of rock sample (xi) Testing of water sample (including PH determination) (xii) Free swell index (xiii) Soluble salt content (chloride & sulphate) (xiv) Permeability test (xv) Shear Strength (unconfined compression)
1
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Complilation and Analysis of laboratory and field test result and submission of report , Complilation and Analysis of laboratory and field test result and submission of report in 04 copies alongwth reccommendaton for selection of type of foundation with supporting design details and recommendation of SBC etc complete.
1
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Excavation of trial pit upto 3.00 m depth , Excavation of trial pit upto 3.00 m depth having size 1.20x1.20m for collecting 01 Nos UDS sample including the test.
(i) Atterberg limits (ii) Natural moisture content (iii) Wet and dry density (iv) Soil / particle size (Soil grain size) (v) Tri-axial sheer test & Direct shear test (vi) Specific gravity test for sand /rock (vi) Free Swell index
1
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