Military Engineer Services

Military Engineer Services has published Consultancy Services ( Preparation Of Architechtural And Structural Drawing, Structural Design And Estimation For Provin Of Stowage Shed Near Aed / Ald Parking At Icgas Daman , Consultancy Services ( Preparation Of Architechtural And Structural Drawing , Structural Design And Estimation For Provin Of Stowage Shed Near Aed / Ald Parking At Icgas Daman As Per Specifications Below:- 1 . Scope Of Work ( For Preparationdesign And Estimation ) :- ( A ) Permanent Building With Inner Dimension 35 . 97Mtrs Length And 6 . 00 Mtrs Width And 6 . 5 Mtrs Height . 2 . Brief Specification:- ( A ) Isolated / Raft Foundation Or Suitable Foundation As Per Sbc Report . ( B ) Excavation In Any Type Of Strata . ( C ) Pcc ( 1:5:10 ) Type D-2 In Foundation Sub Base . ( D ) Design Mix Concrete M-30 For All Rcc Work Including Necessary Formwork & Tmt Fe 500D Steel Reinforcement . ( E ) Pcc Block Masonry Cm 1:6 For 200 Mm Thick Wall & Cm 1:4 For 100 Mm Partition Wall . ( F ) Filling In Approved Earth / Excavated Material . ( G ) Pre-Construction Antitermite Treatment ( Att ) Under The Floors & Around The Buildings Including Foundation As Per Relevant Is / Ssr . ( H ) Pcc 1:2:4 With Water Proofing Compound In Dpc . 3 . Superstructure:- ( A ) Rcc Framed Structure With Design Mix Concrete M-30 For All Rcc Work Including Necessary Form Work & Tmt Steel Reinforcement 500D . ( B ) Pcc Block Masonry Cm 1:6 For 200 Mm Thick Wall & Cm 1:4 For 100 Mm Partition Wall . 4 . Roof Slab:- ( A ) Design Mix Concrete M-30 For Rcc Work And Inaccessible / Accessible Roof Laid To Slope 1:40 With App Modified Water Proofing Treatment To Roof Slab . 5 . Flooring :- ( A ) 20-25 Mm Thick Mirror Polished Kota Stone In Flooring Over 20 Mm Thick Screed In Cm ( 1:6 ) Over 75 Mm Thick Pcc ( 1:4:8 ) Type D2 Sub Base Over 100 Mm Thick Hard Core Over Approved Earth Filling With Ant Termite Treatment . ( B ) 75 Mm Thick Pcc 1:2:4 Type B-1 Over 75 Mm Thick Pcc ( 1:3:6 ) Type C-2 Sub Base Over 150 Mm Thick Hard Cover Over Approved Earth Filling For Plinth Protection . 6 . Skirting / Dado:- ( A ) 15 -20 Mm Thick Polished Kota Stone Over 10 Mm Thick Backing Coat In Cm ( 1:4 ) In Dado / Skirting . 7 . Joinery:- ( A ) Aluminium Window / Ventilator With 02 Nos Gear Operated Rolling Shutter / Door With Pressed Steel Frame . 8 . Finishes 8 . 1 Internal :- ( A ) 15 Mm Thick Cement Plaster In Cm ( 1:6 ) Finished With Wall Care Putty Finish To Internal Surfaces Of Walls . ( B ) 5Mm Thick Plaster In Cm 1:4 Finished Even And Smooth Without Using Extra Cement On Ceiling . 3 Coats Of White Wash To Ceiling And Soffits On Walls And 2 Coats Of Oil Bound Distemper Over A Coat Of Primer On Internal Surfaces Of Walls . 8 . 2 External :- ( A ) 20 Mm Thick Cement Plaster In Cm 1:4 In 2 Coats Using Water Proofing Compound . ( B ) 2 Coats Of Acrylic Anti Fungalexterior Emulsion Paint Over A Coat Of Primer On Walls , Chajjas& Other External Surfaces . 9 . Electrical Wiring:- ( A ) Concealed Conduit Electric Copper Wiring Using Pvc Conduits With Cfl / Ftl Fitting . Design Parameters:- 1 . Location : Coast Guard Technical Area Of Daman . 2 . Type Of Construction : Rcc Framed Construction . 3 . Seismic Zone : Zone Iii . 4 . Configuration : As Mentioned Above . 5 . Type Of Accommodation : Storage Accommodation 6 . Loading : As Per Is-816 And As Per Specification Attached . 7 . Super Structure Per Is : Design Mix Concrete M-30 For All Rcc Work As 456-2000 And Masonry Work With Precast Pcc Solid Building Blocks . 8 . Exposures : Severe . 9 . Type Of Cement : Opc 53 Grades . 10 . Coarse Aggregate : 20 Mm Graded Size ( Crushed Basalt ) / Stone Aggregate For All Rcc Works . 11 . Fine Aggregate : Natural Sand As Per Is-383 / Crushed Stone Sand . 12 . Type Of Foundation : As Per Soil Investigation Report . 13 . Service Provision : As Per Relevant Is For The Zone Applicable . 14 . Steel Reinforcement : Tmt Of Grade Fe-500 / 500D , Fe-550 / 550D . 15 . Workability : Slump As Per Relevant Is Specification Or As Per Recommendation For Design Mix M:30 . Note::- ( I ) Fe-500 / 500D , Fe-550 / 550D Grade Steel ( For Reinforcement ) Shall Be Considered Basically For The Design . ( Ii ) All Latest Is Code Provision Shall Be Considered In Design . ( Iii ) For Missing Details , If Any The Consultant Shall Obtain The Same From The Office Of Garrison Engineer Daman . ( Iv ) Any Relevant Is Codes Other Than Those Mentioned Are Also To Be Considered . Consultant Liability :- The Consultant Is Expected To Carry Out Its Assignment With Due Diligence And In Accordance With Prevailing Engineering Standards And Should Be Liable For The Following: - ( A ) The Overall Responsibility Of The Architectural And Structural Drawings Along With Plan , Elevation , Section And Schedule Of Finishes , Structural Design And Estimate Rests With The Consultant . Consultant May Be Called Upon In Any Mid-Term Review Of Design Requirement During Currency Of Works Due To Site Requirement . ( B ) In Case Of Any Defect / Damage Detected In The Designed Infrastructure During Its Design Life And The Same Will Be Attributable To The Consultant . ( C ) It Is The Responsibility Of The Consultant To Get Third Party Vettingat His Cost By A Government Recognised Body Like The Ilts / Nits / Recognised Government Technical Bodies For Soundness Of Design And Drawings , Adherence To Nbc Norms , Statutory Orders And Regulations , Is Codes Etc . ( D ) The Vetting Of Designs And Drawings And Its Report Should Be From The Designated Institute ( Duly Signed By Authorised Signatory On Behalf Of The Institute ) And Not From A Professor / Individual Of The Institute In His Personal Capacity . The Third Party Vetting The Designs , Drawings Shall Also Be Liable For Ensuring That The Designs And Drawings Produced Are In Compliance As Per The Laid Down Standards , Regulations And Sound Engineering Practices . ( E ) A Certificate That All Details Have Been Thoroughly Checked And Are In Compliance To Standards , Codes , Regulations In Respect Of Safety , Soundness And Economy Shall Be Obtained From The Vetting Agencies And To Be Submitted By The Consultant . ( F ) The Consultant Will Also Be Liable And Answerable For Any Design Deficiencies Detected During Design Life Of The Building And May Be Called Upon To Address Such Issues If Any . ( G ) Complete Set Of Drawing / Design / Estimating Data In Triplicate Folder In A Presentable Manner To Be Submitted To This Office Within 45 Days From The Date Of Acceptance .. Last date of submission for this tender is 2020-06-01. This is a Electrification Work tender in Daman, Daman And Diu