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Tender For regarding requesting quotations for natural ecosystem based measures and bio-engineering based technologies to improve the water quality of rivers/ponds within the panvel municipal corporation limits.
Tender For supply of spares of flowmore make raw water intake pump for ctps obra - bearing suction part no 3 moc bronze is 318 ltbv , bearing inter bowl part no 7 moc bronze is 318 ltbv , bowl bush part no 14 moc cutless natural rubber , gasket part no17 moc asbestos free , impeller key part no 12 moc ss316astma276 , inter bowl part no15 moc 2% nici is210 fg260 , line shaft bearing part no 25 moc cutless natural rubber , line shaft part no 22 moc ss410astma276 , line shaft sleeve part no 24 moc ss316astma276 , packing box part no36 moc 2% nici is210 fg260 , packing gland part no 37 moc bronze is 318 ltbii , shaft coupling body part no 19 moc ss410astma276 200225bhn , thrust collar half part no 13 moc ss304astma276 , top shaft sleeve part no 32 moc ss316astma276 , water slinger assy part no 38 moc ci is210 fg260 , packing pieces part no47 moc asbestos free , shaft coupling cap part no 60 moc ss410astma276 200225bhn , straight key part no 68 moc ss304 astma276 , thrust collar half part no 67 moc ss304astma276 , water seal ring part no 48 moc bronze is 318 ltbii , strainer basket type part no62 moc ss aisi 304
Tender For maintenance of the area within natural sedimentation tank by cleaning and removal of water weeds adjacent to the 33kv sub stn yard at igwtp.
Tender For corrigendum : work of overhauling of water distribution system of natural draft cooling tower of 210mw unit no: 1 to 7 of wtps during aoh/coh and as & when required.
Tender For tender for supply of soil investigation : :--mobalisation of necessary eqpt and man power to the project site and dismantling of the same of completion of field work from the site , provision of two bore hole of 150 mm dia in any type of soil upto max 10 mtr or upto refusal n 100 whichever meet first conducting standard penetration test as per is 2131 1981 reaffirmed 2016 test shall be made at not more than 1 50 mtr interval or on change of strata whichever is less , conducting following lab test on bore collected soil sample i direct triaxial shear test ii grain distribution curves & pattern in bore holes iii bulk density iv natural moisture content v dry density vi water table vii specific gravity viii atterberg limit ix hydrometer analysis x liquid & plastic limit xi swelling index , collection of lab test data calculation of gross and net safe bearing capacity and preparation of report on minimum 80 gsm a4 size white paper duly spiral bound in quintuplet duly vetted by any iit nit vetting shall not be in the personal capacity of the professor for foundation report shall recommend type of foundation and sizes at different depths below ngl including size gross and net safe bearing capacity , i photographic record of geo exploration as well as testing shall also part of the report ii recommendation as regards possibility of liquefaction of soil in case of saturated or partially saturated loose uncompacted sandy soil iii swelling index and swelling pressure in respect of black cotton soil and its depth layer if any iv depth of gr water table gwt in peak mansoon lowest and peak summer highest after correlation of result with seasonal of water table in the station v recommendation for filling under floors vi rl of ground level foundation level with ref to a bm should invariably be mentioned in the soil investigation report