provision 01 x equipment room size 30 x 22 feet of 3 ug we det at khavda under ge army bhuj , to carryout the test ascertain soil profiles / proportion in determine safe bearing capacity complete with field and lab investigation to revelent specification of is 2131 , is 6403 , is 1498 & is 2720 . conducting soil investigation for the following : ( a ) 150 mm dia meter bore holes as per is specification . ( b ) bore holes ( i ) no of bore holes = 01 no ( ref note ) ( less than 4000 sqm area of bldg ) ( ii ) depth of bore hole= 10 m ( ref note ) ( c ) collection of disturbed and undisturbed soil sample at interval of 1 . 00 mtr or at change of strata or as per relevant is code . ( d ) conducting lab test on disturbed soil samples as considered necessary according to relevant specification of is 2720:- ( i ) sieve analysis ( ii ) atterberg limits ( iii ) natural moisture content ( iv ) particle size analysis test ( v ) bulk density ( e ) conducting lab test on undisturbed soil samples as considered necessary according to relevant specification of is 2720:- ( i ) sieve analysis ( ii ) atterberg limits ( iii ) natural moisture content ( iv ) particle size analysis test ( v ) bulk density ( vi ) specific grav ( vii ) free swell index and swelling property of soil ( viii ) organic matter in any soil , if any ( ix ) consolidation test ( compressed index value ) , ( x ) triaxial compression test and determination of shear parameters ( c & o ) test as per relevant is . ( xi ) harmful salt ( complete investigation as already ref . ) ( f ) ground water table :- ( i ) maximum and minimum levels on ground water in the area with sources of information . ( ii ) ground water table during investigation ( g ) submission of six copies of test reports with detailed description of field investigation , soil classification and general nature of soil strata , water table , inpretation of test results , grains size , distribution curves , compressive index curves , site plan etc . ( h ) the sbc of the soil is required to be given as per following table calculation of bearing capacity will be governed generally as per is 8009 ( pt- i ) - 1976 , is-2720 ( pt- ii ) -1980 , is 6403- 1981 , is 1904-1986 & is 1080-1985 and other relevant is codes :- depth of safe bearing capacity of soil in t / m for footing sizes foundation 1 . 00m 1 . 20m x 1 . 20m . 50m x 1 . 50m 2m x 2m 2 . 50m x 2 . 50m 1 . 50m 2 . 00m 2 . 50m , ( j ) with every sites soil investigation report , a detailed site plan showing the approx location of each bore duly numbered as per log of bore hole should be enclosed . location of foundation of adjacent structures , especially those that might be impacted by the porposed construction . ( k ) every page of the soil investigation report should have the name of the job for which soil investigation is being carried out . in case of multiple sites of a single job are being investigated name of each site shall be put on each page of report pertaining to the site . ( l ) all pages of the soil investigation report shall be serially numbered , stamped and signed by the agency carrying out the soil investigation . report should be scrutinised by ge and cwe for correctness and endorse . ( m ) consultancy services for devoloping architectural , structural drawings structural analysis , designs and detailed estimates , take off bill of quantities and pricing as per the is standards and structural detailings codes and submission of the detailed calculation of stage wise yard stick material calculation , section wise calculation ( stage wise ) :- the rate shall include the following as below :- ( 1 ) preparation & approval of architectural drawings ( ii ) submission & approval of structural design drawings and vettted by engineering college ( iii ) submission and approval of detailed working drawing ( archictural and structural drawings including schedule of finishes and site plan ( sextuplicate ) ( iv ) submission & approval of detailed estimate rate analysis for buildings / structures ( v ) submisson of report alongwith recommendations in 5 copies .