Tenders are invited for Refurbishment Of Mechanical Container For Old Chlorine Dioxide Clo2 Container With G ...

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Quotation Are Invited For Refurbishment Of Mechanical Container For Old Chlorine Dioxide Clo2 Container With Grp Container Thermal Insulation Sandwiched Panel With Steel Structural Erection Works Refurbishment Of Mechanical Container For Old Chlorine Dioxide Clo2 Container With Grp Container Thermal Insulation Sandwiched P Anel With Steel Structural Erection Works Rcc Foundation And Acid Proof Tiles For Portable Water System At L Station Desalinatio N Plant Contractor Shall Conduct Site Visit To Take Actual Measurements And Study The System Installations Inside The Existing Con Tainer Total Time For Completing The Entire Works Shall Be 7 Days Civil Foundation Level And Compact The Surface And Lay Road Base To Compacted Thick 200Mm 50Mm Thick Src Grade C20 Pcc Concrete Shall Be Done Above 1000 Gauge Polythene Sheet To Get A Hard S Urface Apply Two Coats Bitumen Paint Over Pcc For Waterproofing Steel Reinforcement Shall Be Placed In Position According To Plan Specification And Dewa Engineer S Instruction Formwork Shall Be Placed To The Required Concreting Area Including All Necessary Su Pports Rcc Foundation And Floor Shall Be Cast With Src Grade C40 Concrete Adequate Curing Is Essential Either With A Product From The Masterkure Range Nd Or By Covering The Work With A Properly Secured Wet Cloth Or Sacking And Plastic Sheet Grouting Prepar Ation Of The Concrete Urface To Which The Grout Will Bond Shall Be Carried Out Before The Base Plate Is Placed A Rough Surface Shal L Be Prepare On The Concrete Using Chipping Hammer The Underside Of The Base Plate Should Be Free Of Rust Oil Or Grease Place The Base Plate And Formwork With Proper Line And Level Minimum Gap Of 25Mm Between The Baseplate And Foundation Shall Be Maintained P Lacing Of The Grout Should Start From One End And Gradually Moving Down The Long Side Of The Pour To Avoid The Voids Give Enough Ti Me For The Initial Setting Of The Grouting Acid Proof Tiles Barricading The Area With Safety Cone And Warning Tape To Restrict Movements Of Wor Nd Materials Concrete Floor To Be Free From Oil Grease And Other Impurities Acid Etching And Water Jetting Loo Se Particles And Laitance To Be Remove By Vacuum Cleaning Wash The Surface With Water Jetting Applying Tiles As Per The Instructio N Of Engineer Approval Structural Steel Work Container Lamination Structural Steel Shall Be Hot Rolled Section Of Grade 43A I N Accordance Bs 4360 Or Equivalent Standard Grp Container Panel Cladding Supply And Installation Of Steel Structure 10 Mm Thic K Grp Laminated Sheet Riveting Bolting Sealing Etc As Per Existing And Engineer Instruction Use Emery Paper To Make Rough Surfac E To All Joint All Pores Shall Be Sealed With Polyester Resin Filler Prime Coat Of Polyester Resin Polychem Eternal Shall Be App Lied Over The Cleaned And Prepared Surface First Layer Of Chopped Stand Mat Shall Be Overlaid To The Prime Coat With The Applicati On Of Saturated Polyester Resin Steel And Lamb S Wool Rollers Will Be Used To Ensure Through Impregnation Of The Glass Fiber Mat Wi Th Polyester Resin Polychem Eteral Second Layer Of Chopped Stand Mat Shall Be Overlaid To The First Layer With The Application Of Saturated Polyester Resin Steel And Lamb S Wool Rollers Shall Be Used To Ensure Through Impregnation Of The Glass Fiber Mat With P Olyester Resin Polychem Eteral Third Layer Of Chopped Stand Mat Shall Be Overlaid To The Second Layer With The Application Of Sat Urated Polyester Resin Steel And Lamb S Wool Rollers Will Be Used To Ensure Through Impregnation Of The Glass Fiber Mat With Polyes Ter Resin Polychem Eteral After The Application Of Third Layer A Curing Time Of Minimum 10 Hours Is Required For The Application Of Final Gel Coat A Final Layer Of Gel Coat 65E Scott Bader With An Excellent Durability And Resistant To Water And Chemical W Ill Be Applied As The Top Coat Erection Works Direct Monitoring Supervision For All Activities Related To Quality Of Work Erect St Under The Supervision Of An Experienced And Qualified Person Contractor S General Liabilities For Job Services At Dewa Ja 1 Contractor S General Responsibilities And Liabilities A Contractor Shall Provide Supervisory Skilled Semi Skil Kil Led Work Force All Required Equipment Tools Consumables Etc Required To Carry Out To Complete The Work Successfully B Co Ract Or Shall Provide All Personal Protective Equipment And First Aid Kit Available At All Times At Site During The Course Of Works C Contractor Shall Provide The Most Appropriate Method Statement Work Schedule And Risk Assessment And Get Approval From Concerned De Wa Engineer Deputy Manager Prior To Commencement Of Work D The Contractor Shall Possess A Valid Qty 1L Station Desal Required Refurbishment Of Mechanical Container For Oldchlorine Dioxide Skid In Blending Chamber More Information Vinish Sanath Dewa Gov AeStandard Terms Conditions1 Prices Should Be Ddp Delivery Duty Paid At Dewa Stores 2 Quotation To Be Submitted Only In Local Currency U A E Dirhams3 Dewa Standard Payment Terms Is 30 Days Credit From The Date Of Acceptance Of Material4 No Dewa Staff Or His Or Her Relatives Up To Third Degree Should Have Ownership Or Partnership In Your Company And Your Participation In Dewa Tenders Rfqs Should Not Constitute A Conflict Or Perceived Conflict Of Interest

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