Tender For Job Work For Soil Investigation For Provn Of Otm Accn For 111 Rkt Regt At Jalandhar Cantt., jalandhar-Punjab

Tender For Job Work For Soil Investigation For Provn Of Otm Accn For 111 Rkt Regt At Jalandhar Cantt.; 1 Job Work 2 Soil investigation for Provn of OTM Accn for 111 Rkt Regt at Jalandhar Cantt.(a)Soil investigation through NABL accreditedlab as per Indian codes as per details below :-As per 11 (i)Mobilization on mechanical drilling equipment and shifting of entire arragnement as required /directed by GE. Bore Holes (ii)Broing 100mm dia bore holes upto depth 6 m in any type soil/rock. (iii)Collection of in distribute soil sample 1.5m internal or at change of strata in 100 mm bore thin walled tube including waxing sealing , paching and transporting of the job. (iv)Carrying out standrad penetration test (SPT) including collection of disturbed soil smaple in bore holes at varying 1.5 mtr depth or any changes of strata and submit the reportwith all requisite date.(v)Conducting necessary test as per relevant IS Code/SP 36 on all collected samples with including the determination of following :-(aa)Atterberg limits.(ab)Natural moisture content.(ac)Wet and dry desnsity.(ad)Soil particle size distribution. (ae)Bore log date using sleeve/hydrometer analysis. (af) Tri-axial shear test-c & Phi value determination.(ag)Shrinkage limit. (ah)Consolidation test. (aj) Specificgravity test. (ak)Calculationof SBC.(al)Chemical analysis of soil to determine pH value, sulphate andchlorides content as per relevant IS Code (vi) Evaluation of liquefaction potential as per Annex F of 1893 (Part I) 2016.(vii) Recommendation of type of fdn viz shallow , deep/pile /raft /required and minimum depth of foundation considering soil strata.(viii) Assessment /recommendation of SBC for shallow foundation isolated combined for various size of footing upto 4m size at depth 1.0, 1.5,2.0,2.5m depth.(ix) Submission of report as per relevant IS Code including support calculations in triplicate (b)Soil investigation through NABL accreditedlab as per Indian codes as per details below :-As per11 (i)Mobilization on mechanical drilling equipment and shifting of entire arragnement as required /directed by GE.Bore Holes (ii)Broing 100mm dia bore holes upto depth8 m in any type soil/rock. (iii)Collection of in distribute soil sample 1.5m internal or at change of strata in 100 mm bore thin walled tube including waxing sealing , paching and transporting of the job. (iv)Carrying out standrad penetration test (SPT) including collection of disturbed soil smaple in bore holes at varying 1.5 mtr depth or any changes of strata and submit the reportwith all requisite date.(v)Conducting necessary test as per relevant IS Code/SP 36 on all collected samples with including the determination of following :-(aa)Atterberg limits.(ab)Natural moisture content. (ac)Wet and dry desnsity.(ad)Soil particle size distribution.(ae)Bore log date using sleeve/hydrometer analysis. (af) Tri-axial shear test-c & Phi value determination. (ag)Shrinkage limit. (ah)Consolidation test.(aj) Specific gravity test. (ak)Calculationof SBC. (al)Chemical analysis of soil to determine pH value, sulphate andchlorides content as per relevant IS Code (vi) Evaluation of liquefaction potential as per Annex F of 1893 (Part I) 2016.(vii) Recommendation of type of fdn viz shallow , deep/pile /raft /required and minimum depth of foundation considering soil strata.(viii) Assessment /recommendation of SBC for shallow foundation isolated combined for various size of footing upto 4m size at depth 1.0, 1.5,2.0,2.5m depth.(ix) Submission of report as per relevant IS Code including support calculations in triplicate(c)Soil investigation through NABL accreditedlab as per Indian codes as per details below :- As per 14 (i)Mobilization on mechanical drilling equipment and shifting of entire arragnement as required /directed by GE. Bore Holes (ii)Broing 100mm dia bore holes upto depth 10 m in any type soil/rock. (iii)Collection of in distribute soil sample 1.5m internal or at change of strata in 100 mm bore thin walled tube including waxing sealing , paching and transporting of the job. (iv)Carrying out standrad penetration test (SPT) including collection of disturbed soil smaple in bore holes at varying 1.5 mtr depth or any changes of strata and submit the reportwith all requisite date.(v)Conducting necessary test as per relevant IS Code/SP 36 on all collected samples with including the determination of following :-(aa)Atterberg limits.(ab)Natural moisture content. (ac)Wet and dry desnsity.(ad)Soil particle size distribution. (ae)Bore log date using sleeve/hydrometer analysis. (af) Tri-axial shear test-c & Phi value determination.(ag)Shrinkage limit.(ah)Consolidation test.(aj) Specificgravity test. (ak)Calculationof SBC.(al)Chemical analysis of soil to determine pH value, sulphate andchlorides content as per relevant IS Code(vi) Evaluation of liquefaction potential as per Annex F of 1893 (Part I) 2016.(vii) Recommendation of type of fdn viz shallow , deep/pile /raft /required and minimum depth of foundation considering soil strata.(viii) Assessment /recommendation of SBC for shallow foundation isolated combined for various size of footing upto 4m size at depth 1.0, 1.5,2.0,2.5m depth.(ix) Assessment /recommendation of SBC for shallow foundation isolated combined for various size of footing upto 4m size at depth 1.0, 1.5,2.0,2.5m depth.

Sr No	CorrigendumDate	Corrigendum	CorrigendumType	NewSubmissionDate
1	24-07-2024	Bid Auto Extn Corrigendum	Bid Auto Extn Corrigendum	31-07-2024
2	30-08-2024	Due Date Extended for tenders closing on 31-07-2024	Admin Corrigendum Date Extend	04-09-2024

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