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Tender for gem bids for soil, material and labo<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>r to carrying o<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>t soil investigation bya<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>gor boring method, index <span class="text-red-selected">pspan>ro<span class="text-red-selected">pspan>erties of soil s<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ch as grainsize distirb<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>tion moist<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>re content density <span class="text-red-selected">pspan>lasticitycharacteristics, direct shear test <s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ncomfined com<span class="text-red-selected">pspan>ressiontriaxial test to obtain the val<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>e of cohession and angle ofinternal friction, sco<span class="text-red-selected">pspan>e of investigation, ex<span class="text-red-selected">pspan>lorationtechniq<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>e soil <span class="text-red-selected">pspan>rofile bore log etc as <span class="text-red-selected">pspan>er s<span class="text-red-selected">pspan>ecification, recommended sbc for all bore holes at different de<span class="text-red-selected">pspan>th offo<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ndation, sbc and its calc<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>lation based on n val<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>es hearstrength and settlement criteria, location of gro<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>nd watertable rl of gwt fo<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ndation level, recommendation of ty<span class="text-red-selected">pspan>efo<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ndation for different str<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ct<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>re incl<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ding, chemicalanalysic of soil if req<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ire incl<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ding recommendation andty<span class="text-red-selected">pspan>e of cement to be <s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>sed for filling <s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>nder floor, recommendation for filling <s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>nder floor and filling <s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>nder<span class="text-red-selected">pspan>linth <span class="text-red-selected">pspan>rotection, nat<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>re of each strat<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>m and engineering<span class="text-red-selected">pspan>ro<span class="text-red-selected">pspan>erties of soil and rock witch may affect design and, <span class="text-red-selected">pspan>hotogra<span class="text-red-selected">pspan>hic record of testing, recommendation asregards <span class="text-red-selected">pspan>ossibility of liq<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>efaction of soil, swelling <span class="text-red-selected">pspan>ress<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>reand swelling <s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>nder in res<span class="text-red-selected">pspan>ect of bc soil and its de<span class="text-red-selected">pspan>th layer, location of gro<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>nd water table <span class="text-red-selected">pspan>eak monsoon and <span class="text-red-selected">pspan>eaks<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>mmer <span class="text-red-selected">pspan>eriod, <span class="text-red-selected">pspan>ossible corrosive effects of soil and wateron fo<s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>ndation
Tender for s<span class="text-red-selected">pspan>ecial re<span class="text-red-selected">pspan>airs for re<span class="text-red-selected">pspan>lacement of existing <s<span class="text-red-selected">pspan>an class="text-red-selected">us<span class="text-red-selected">pspan>an>nserviceable feeder <span class="text-red-selected">pspan>anels of site a at naval base karwar
