BRR : 10162217
Click Here To View Tendering Authority. Price Bid City/State :  mohanbari, Assam
Tender Brief : Provn Of Multipurpose Indoor Badminton Court At Af Stn Mohanbari ( Spl Wk ) Provn Of Multipurpose Indoor Badminton Court At Af Stn Mohanbari ( Spl Wk ) , The Fwg Works Are To Be Carried Out For Soil Testing For Provn Of Multipurpose Badminton Court At Af Stn Mohanbari. ( A ) Boring Through Sand / Clay / Silt Strata From Ground Level To 10.00 Mtrs. ( B ) Carrying Out Standard Penetration Test In Bore Holes As Is:2131. ( C ) Collection Of Distrubed Sample At Every 0.5 Mtr Or Change To Strata Including Packing And Handling All Complete. ( D ) Collection Of Undistrubed Soil Samples At ... Read More
Tender Value
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Submission Date
20-09-2022
Participated Bidder List
3 No of Bidder(s)
Sr No. Bidder Name Bid Analytics Technical Bid Financial Bid AOC Bid Value Rank
1 cnet-technologies Bid Analytics
2 cnet-technologies Bid Analytics 1,11,830 L1
3 cnet-technologies Bid Analytics 1,11,900 L2
Work Detail
provn of multipurpose indoor badminton court at af stn mohanbari ( spl wk ) provn of multipurpose indoor badminton court at af stn mohanbari ( spl wk ) , the fwg works are to be carried out for soil testing for provn of multipurpose badminton court at af stn mohanbari. ( a ) boring through sand / clay / silt strata from ground level to 10.00 mtrs. ( b ) carrying out standard penetration test in bore holes as is:2131. ( c ) collection of distrubed sample at every 0.5 mtr or change to strata including packing and handling all complete. ( d ) collection of undistrubed soil samples at 1.0 mtr or change of strata including packing and handling all complete as per is2132-1985. ( e ) carrying out laboratory test for :- ( i ) grain size analysis ( ii ) specific gravity ( iii ) bulk and dry density ( iv ) natural moisture content ( v ) liquid, plastic limit and swelling index ( vi ) sher strength parameters ( vii ) chemical test for solubale chlorides and sulphate content. ( viii ) consolidation test parameters. ( f ) the report to include clearly the following parameters :- ( i ) layout of trial pits and bore holes on propossed. ( ii ) recording of boring as per appx d of is 1892. ( iii ) soil / rock properties as per detailed exploration ( table 3 of is 1892 ) . ( iv ) soil properties. ( v ) estimation of safe bearing pressure based on safe bearing capacity as per shear criteria and settlement criteria for rectangular foundations of width of 1.5 / 2.0 / 2.5 m in general. the report shall include detailed calculations for sbc. in case of low bearing capacity recommendation may include bearing capacity calculation sbc & settlement calculation for that foundation also. ( vi ) recommendation of sbc and type of foundation. ( vii ) recommendation of pile with pile capacity in case weaker strata in encountered. ( viii ) other relevant recommendations for foundation and improvement of soil if necessary. ( ix ) recommendation of existing soil for backfill purpose. note :-total 04 sets of spiral binded report shall be submitted and cost for same shall be deemed to be included in quoted retes. => limited
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