Providing Of Consultancy Services For Detailed Project Report ( Dpr ) For Three Nos Sewage Treatment Plants ( Stp ) At Nagrota Mil Stn , Schedule A Preparation Of Dpr & Submission Of Same After Carrying Out Feasibility Survey Which Shall Include The Following Services :- , ( A ) Study Of Existing Sewage Network To Identify The Sewage Generation And Disposal Points For Present And Future Requirement As Per Approved Zonal Plan Of The Station . , ( B ) Identify The Location For The Treatment Plants . , ( C ) Feasibility Study Of Sewage Disposal And Network Scheme . , ( D ) Site Surveying Of Area Of Various Components Of Stp , All Along The Route Of Flow Min 3M On Either Side Of The Pipe Of The Pipeline Of Disposal Of Treated Effluent Out Of Stp & Final Discharge . Preparation Of L Section , In Relation To Dsign Of Sewage Network . The Survey Will Include Verification And Establishment Invert Levels At Branch , Trunk And Main Sewers And Manholes At An Interval Of Max 30M Or At Every Change Of Direction For Area & According To Population . , ( E ) Carryout Soil Investigation Along The Sewer Route At Location Of Sumps , Pump House , Etc . , By Drilling Bore Holes 150Mm Dia In All Type Of Strata And Collection Of Undisturbed Soil Samples For Soil Investigation And Determining Soil Characteristics Required For Design Of Sewer Lines And Pumps / Sumps Etc . , ( F ) Supply Of Design Drawing , Schedule And Specification Of Sewerage Network Consisting Of Branch Sewers , Trunk Sewers And Main Sewers Lines Including Civil , Electrical , Mechanical And Allied Works Such As Sumps , Pumps And Pumping Station Etc , As Per Requirement . ( It Is Considered That The Depth Of Sewage Lines Will Not Exceed 6 . 0M Depth In Soft / Hard Soil Strata And In Case Of Hard Rock It Will Not Involve Cutting More Than 0 . 5M ) . , ( G ) Supply Of Design Drawings , Schedule And Specification Of Sewage Treatment Plant Including All Related Civil , Electrical & Mechanical And Other Allied Works Based On Mbbr Or Any Other Suitable Latest Technology To Treat Entire Domestic Sewage And Deliever Treated Water Of Ambient Quality Parameter As Ph-7 To 8 . 0 , Bod<10 Mg / L , Cod<150 Mg / L , Tss<10 Mg / L , Tn<10 Mg / L , P<2Mg / L , Coliform<100 Counts / 100 Ml & Residual Chlorine>0 . 5 Mg / L . , ( H ) Supply Of Design Drawings , Pf Diagrams , Schedule , Specifications And Other Details Of All Civil , Electrical , Mechanical And Allied Works . , ( J ) Preperation Of Detailed Bill Of Qty , Ae Pt-I&Ii & Estimate As Per Ssr 2010 & Rate Analysis Of Items Not Included In Ssr 2010 , Yard Stick , Details For Stage Wise Payment , Working Out Details Of Qty Items Wise , Rate Analysis Duly Supported With Price List Etc . For All Services Covered Under This Job . , ( K ) Submission Of Specification And Literature Of All The Electrical And Mechanical Equipment / Machinery And Components . , ( L ) The Structural Design Of All Water Retaining Structure Shall Be Got Vetted From Iit / Nit . , ( M ) Compiling And Submission Of 10 Sets Of Hard Copies And Soft Copies In Compact Discs Of Detailed Project Report ( Dpr ) , Including All Maps , Sections Arch & Structural Drawing For The Entire System , Design Calculations , Bills Of Quantities Priced On Latest Ssr , Soil Investigation Report , Design Data , Ground Data Etc . For Present And Future Requirement As Per Approved Zonal Plan Of Station . , Note :- ( I ) Dpr Alongwith All Details As Specified Be Submitted In 10 Hard Copies & Also In Soft Copy . ( Ii ) Boq & Estimates Will Be Prepared On The Performa Given By Engr-In-Charge And As Directed . ( Iii ) All Details Shall Be Worked Out Area Wise I . E . In The Three Pockets . Pocket I ( Motimandir ) - Sector A , B , C , D Pocket Ii ( White Knight ) - Sector E , F , G Pocket Iii ( Korjagir ) - Sector H , J , K ( Iv ) The Work To Be Done As Listed Here Above Is In Brief . This Shall Be Deemed To Include Certain Details As Mentioned In Annexure To Boq Attached In The Tender Documents . , Conducting Soil Test At Site Including Setting Up Of The Eqpt And Recording Of Data At Site As Per Relevant Is Code . In This Concern Refer Is1904:1978 , Is 10042-1981 ( Reaffirmed 2002 ) , Is 12070-1987 ( Reaffirmed 2010 ) . , Furnishing Sbc Report In Pentruplicate Including Record Sbc For Each Location Of Test For The Type Of Foundation And Maintaining Photographic Recofrd ( Min Three Photographs Per Hole Duly Annotated As Provided By Engineer-In-Charge ) . , Maintenance Of Videographic / Photographic Record Of Soil Exploration / Testing Events And Submitting The Same To Engineer-In-Charge . Note :- ( I ) Rate Including All Items Of Works Necessary For Carrying Out Complete Soil Exploration Work , Collection Of Sample Testing At Lab , Digital Topographical Survey Including Auto Levelling And Field Test Result And Submission Of Reports ( Five Sets ) Duly Vetted By Govt Engg College / Iit / Govt Approved Lab Or A Geotechnical Engineer ( Min M Tech In Geotechnology ) . ( Ii ) Rate Includes For Submission Of Detailed Recommendation For Shallow Foundation , Raft Foundation And Bearing Capacity Or Soil ( Sbc ) At 1 Mtr Upto 15 Mtr Depth . Type Of Foundation And Depths Of Footing Be Clearly Specified . ( Iii ) In Case , Very Weak Soil Strata Is Encountered , Recommendation About Pile Foundation I . E , Type , Dia , Depth Of Pile , Safe Load Carrying Capacity And Socketing Of Pile Into Hard Rock Hall Be Clearly Given In The Report . Also Measures For Ground Improvement , If Required Be Included In The Report . Safe Bearing Capacity Shall Be Worked Out Based On N Value Shear Failure And Settlement Criteria .
