BRR : 10245516
Tender Brief : Provision Of Pre-Engineered Accn For Officers And Airmen At Af Stn Mohanbari ( Spl Wks ) , The Fwg Works Are To Be Carried Out For Soil Testing For Provn Of Pre-Engineered Accn For Officers And Airmen At Af Stn Mohanbari ( Spl Wks ) :- ( A ) Boring Through Sand / Clay / Silt Strata From Ground Level To 6.00 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 Includi... Read More
Tender Value
₹
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Submission Date
13-10-2022
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 | 2,79,970 | L3 | |||
| 2 | cnet-technologies | Bid Analytics | 2,79,850 | L1 | |||
| 3 | cnet-technologies | Bid Analytics | 2,79,900 | L2 |
Work Detail
provision of pre-engineered accn for officers and airmen at af stn mohanbari ( spl wks ) , the fwg works are to be carried out for soil testing for provn of pre-engineered accn for officers and airmen at af stn mohanbari ( spl wks ) :- ( a ) boring through sand / clay / silt strata from ground level to 6.00 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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