bids are invited for custom bid for services project management consultancy (pmc) service 1 2 job material to site) geotechnical investigation job. mobilization and demobilization of rotary wash boring rig with all accessories and there necessary tools for boring. (transportation of t&p with amn & jol 2 3 survey. shifting of boring equipment with all accessories from one location to another boring location including all loabours and materials. boring 150mm dia one all types of soil up to 10m (or) up to hard starta (where spt-n vlaue 50 or refusal) along with details. carrying out standard penetration test up to depth 10m of refusal (n>50) whichever comes earlier collection of samples at different depth for field and lab test including (spt) as per is 2131-1963, at site at required depths up to refusal. jc j geotechnical investigation job:- drilling nx size boring up to 1m in to rock and collection of samples in hard rock. laboratory analysis carrying our laboratory test on collected soil samples such as (1) classification of soil properties (2) direct shear test (3) triaxial sheartest (4) consoildation test (5) field density test (6) liquid limit test (7) plastic limit (8) specific gravity and other (9) relative density and other as per soil collection (10) settlement analysis to determine of bearing capacity of soil at foundation level and testing on rock samples etc preparation of technical report consist of geotechnical interpretation of result of lab tests & sbc including recommendation for foundation and submission of reports (6 sets) 4 detailed estimation job:- preparation of complete structural/architectural drawing cum sch of finishes with detail stage wise estimate as per ssr-2020 documents of provn of jcos/or living at 231 fd wksp coy eme requirement of user duly betted from iit/nit or any govt university as per soil test report and load consideration with detailed analysis to be submitted in soft and hard copy (06 set) the report to include clearly the fwg parameters:- recommendation of types of foundation for proposed structure with vetted from iit/nit or any govt engineering college. (i) the safe bering capacity of soil (ii) whether effect of high water table been considered or not in working out sbc (iii) suggested size and depth of foundation for (gf) of 6m high storey proposed peb building (iv) type of soil or any other important parameters as per quotation and as required by site condition