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Tender For Routine Maintenance Of Civil Works At Slipway, Degaussing Bay And Vlm Jetty At Naval Dockyard Visakhapatnam Under Ge (I) Dm Visakhapatnam.0 1 M&L For Chipping & Removal Of Existing Damaged, Cracked, Spalled & Loose Portion Of Concrete Of The Rcc Members Completely Till The Reinforcement Is Exposed And Sound Concrete (20Mm To 50Mm) Is Observed By Using Mechanical Means And Manual Chisels And Further The Surface Is Jetted With Clean Water For Removal Of Dust And Loose Particles And Complete All As Specified And Directed. 2 M&L For Providing Shear Connectors And Anchoring : Drilling 12Mm Dia Holes Upto Depth Of 100Mm And Fix 10Mm Dia Tmt Bars L Shaped Anchor Rods As Shear Connectors In Defective Concrete Area Of The Slab, Column, Beams Etc. Or Any Other Structural Member As The Case May Be. Clean The Same Using Water And Make Sure That There Is No Fine Particle Present In The Hole. Mix The Base And Hardener Of The Polyester Resin Fosroc Lokfix Or Techno Commercially Equivalent Or Make As Approved By Ge With The Spatula Thoroughly. Fill The Drilled And Cleaned Holes To A Minimum Depth Of 3/4Th Of The Hole With The Prepared Polyester Resin And The Reinforced Bar Shall Be Inserted To Full Depth Of Hole And Extra Length Of The Reinforcement Bar Shall Be Bent Into The Concrete To Maintain Proper Cover To The Reinforcement Complete All As Specified And Directed. 3 M&L For Preparation Of Exposed Surafces Of Rusted Steel Reinforcement Of Dia 10Mm And Above With Metal Wire Brush, Cleaning The Rusted Surfaces Free From Loose Rust And Application Of Rust Remover Cum Passivator Painted With Brush To The Rusted Reinforcemnet @ 2.0-2.5Ltr /Sqm Surface Of Steel Reinforcement, (Fosroc-Reebaklens Rr Or Make Approved By Ge) To The Surface Of Existing Reinforcement) And Removing Rust With Flex After 24 Hours Of Application Of Rust Remover With The Help Of Wire Brush, Sand Paper And Throughly Washed With Water With The Help Of Pressure Jet And Allowing It To Dry Complete All As Specified And Directed. (Length Of Reinforcement Steel Bar Shall Be Measured For Payment Complete) 4 S&F Welded Steel Wire Fabric, Fixed To Rcc Wall/Ceiling With Necessary Fixing Arrangement Weight Exc 2 Kg/Sqm Butt Not Exc 4 Kg/Sqm Complete All As Specified And Directed. 5 M&L For Aplying A Coat Of Poymer Modified Cementious Bonding Coat On The Concrete Surface With One Coat Of Styrene Butadiene Rubber Latex Emulsion (Sbr Latex) Manufactured By M/S Fosroc Chemical Or Equivalent Chemical Manufactured By Sika India India Pvt Ltd/ Choksey Chemicalpvt Ltd/ M/S Stp/ M/S Dr Sunanada With Four Parts Of Water And Six Parts Of Cement By Weight Coverage Of Sbr Latex 0.25Ltr/Sqm For One Coat Complete All As Specified And Directed. 6 M&L For 40Mm Thick Guniting By Chemical Mortar Prepared By Rendroc Ds 40 Manufactured By Fosroc (25Kg Rendroc Ds40 Mixed Wit 12.5Kg Of 6Mm Downgraded Crushed Stone Aggregate) Or Equivalent Cheical Manufactured By Sika India Pvt Ltd/ Choksey Chemical Pvt Ltd/ M/S Stp/ M/S Dr Sunanada On Prepared Concrete Surfaces Complete All As Specified And Directed. 7 M&L For 20Mm Thick Guniting By Chemical Mortar Prepared By Rendroc Ds 40 Manufactured By Fosroc (25Kg Rendroc Ds40 Mixed Wit 12.5Kg Of 6Mm Downgraded Crushed Stone Aggregate) Or Equivalent Cheical Manufactured By Sika India Pvt Ltd/ Choksey Chemical Pvt Ltd/ M/S Stp/ M/S Dr Sunanada On Prepared Concrete Surfaces Complete All As Specified And Directed. 8 M&L For Application Of Polymer Modified Reinstatement Mortar 20Mm Thick In Isolated Places Of Repair Works Of Rcc Members With Rendroc S2 Of M/S Fosroc Make Or Make Approved By Ge Having A Compressive Strength Of M40 Grade Complete All As Specified And Directed. 9 M&L For Laying Cement Based Micro-Concrete, Rendroc Rg 40 Of Fosroc Make Or Make As Approved By Ge, Pre-Packed Single Component, Chloride Free, Sulphate Free, Non-Shrink, Free Flow, Self Compacting, Ready To Use After Mixing Water In Specified Proportion Of Approved Quality. Formwork Shall Be Provided For Placing Micro Concrete Patch Repair As Required At Site With Steel Jack System And Steel Props To Support The Form Work In This Application Of High Strength, Dual Shrinkage, Compensated, Micro Concrete For Placing In Nominal Thickness Of More Than 50Mm For Concrete Repair With Compresive Strength Of 40 Mpa At 28 Days Completenote: The Qouted Rate Deemed To Be Included For Formwork / Shuttering, If Any Required. 10 M&L For Two Coat Of Exterior Emulsion Antifungal Paint Over A Coat Of Primer On New/Old Surfaces Of Ceiling And Wall Of New / Old Surface Of Gallaries Including Surface Preparation Complete 11 Demoliton Brick Work Or Stone Masonry Built In Cement Mortar Including All Quoins , Arches , Pillars Etc And Removing The Debries To A Distance 5Km Away From The Dockyard Premises All As Specified And Directed. 12 M&L For Pre Cast Cement Concrete Type 1:3:6 Type C-1 (20Mm Graded Stone Aggregate) Block Masonry With Solid Blocks Exc 10 Cm In Width And Setting In Cement Mortar 1:4 Complete All As Specified And Directed. 13 Taking Down Cement Plaster On Brick/Concrete Surfaces Racking Out Joints Locking For Key, Srubbing Down With Water Etc Complete All As Specified And Directed. 14 M&L For Rendering 15 Mm Thick In Cm (1:4) On Fair Faces Of Brick Work Or Concrete Surfaces And Finishing The Surface Even And Smooth Without Using Extra Cement And Using Wpc At The Rate Of 3% By Weigth Of Cement Complete All As Specified And Directed.Note :- Wpc Will Be Paid Separately. 15 Dismantling Structural Steel Work Of Any Description Including Doors, Railing, Gates, Trusses Complete All As Specified And Directed. 16 S&F For Rolled Mild Steel Plain Or Chequred Plates Confirming To Fe-290, Gde E-165 Welded, Riveted, Bolted Attachment To Supporting Structure Of Capstan, Duct Covers, Valve Pit Access Platform And Working In A Confined Area Including Making Good The Disturbed Portion Of Concrete Surfaces With 1:1 1/2 :3 Type A0 Using 12.5Mm Stone Aggregate Complete All As Specified And Directed. 17 S&F Structural Steel Framed Work Such As Angle, Channel, I Beams, Etc Cut To Shape, Including Bending And Welding Angles As Necessary Confirming To Fe-290, Gde E-165 As In Supporting Structure Of Valley Gutters, Duct Covers, Platforms (0 To -15M Level) And Capstan, Ladders Framed Balusters, Walk Ways, Railings, Cable Duct Covers,Railtrack Nosing, Lifting Arrengements With Pulleys, Nosing Angle And Similar Works Including Making Good The Disturbed Portion Of Concrete Surfaces With 1:1 1/2 :3 Type A0 Using 12.5Mm Stone Aggregate Complete All As Specified And Directed. 18 M&L For Preparation Of New Steel Surfaces And Applying Two Coats Of Chlorinated Rubber Paint Over A Coat Of Zinc Chrome Primer Complete All As Specified And Directed. 19 M&L For Preparation Of Old Painted Steel Surfaces Of Any Description Over 10Cm Width Or Girth And Applying One Coat Coal Tar Epoxy Paint With Height Of 45 To 60M Complete All As Specified And Directed.Note : - The Work Will Be Carried Out In Every Three Months Or As Per Direction Of Engineer-In-Charge For Enhancing Its Serviceablity. Every Coat / Work Will Be Measured And Paid Separately. 20 Dismantlinggalvalume Aluminium Zink Coating ( Corrugated Or Semi Corrugated ) Sheets, In Roof Covering All Asspecified And Directed. 21 S&F Pre Painted Galvalume Aluminium Zinc Coating Gi Based Corrugated Steel Sheet 0.50Mm Thick Of An Labour Having Tensile Strength Of 550 Mpa As In Roof Covering/Cladding To Wall Fixed With Self Traping Screw As Specified Complete All As Specified And As Directed 22 S&F Pre-Painted Galvalume Aluminum Zinc Coating Gi Based Plain Steel Sheet 0.50Mm Thick Of Any Colour Having Tensile Strength Of 550 Mpa As In Roof Overing/Cladding To Wall, Fixed With Self Tapping Screws Complete All As Specified And Directed. 23 Providing And Removing From Site After Completion Of Work Double Steel Scaffolding For The Outer Surfaces Of The Building To Provide Platform To The Workmen Complete All As Specfied And Directed. Note : The Superficial Area Of The Building Cover Is Measured 24 M&L For Preparation Of Surfaces Of Vertical Concrete Surfaces Of Jetty On Sea Side Wall By Mechanical Scaryfying For Key (Partly Under Sea Water During High Tide Times), Removing All Loose Particles, Laitance, Oil, Greese, Sea Weed Etc., Before Application Of Levelling Putty Complete All As Specified And Directed. 25 M&L For Application Of Single Component, Polymer Modified, Cementitious Mortar Of Rendroc Fc (M/S Fosroc) Or Techno Commercial Equivalent Or Make As Approved By Ge In New/Old Surface Imperfections Of Average Thickness 3Mm Complete All As Specified And As Directed . 26 M&L For Application Of High Performance Aliphatic Acrylate Based Protective And Decorative Coating On Vertical Concrete Surfaces Of Jetty Sea Face Wall With Two Coats Of Deck Guard S Of Fosroc Or Make As Approved By Ge Over A Coat Of Deckguard Primer Or Make As Approved By Ge Complete All As Specified And Directed. 27 Removing The Accumulated / Deposited Sea Weeds Growth At Jetty Facia Wall / Columns / Pillars Of Jetties / Berths Above Sea Level And Upto The Level Of 45 Cm Below The Low Tide By Scrapping Either Manually Or Mechanical Means And Collecting The Same On Jetty / Berth Floor And Depositing The Same Outside Of Naval Dockyard Complete All As Specified And Directed. 28 Periodical Maintenance For Cleaning Of Cable Ducts / Galleries On The Jetties / Wharfs With Required Tools And Plants And Cleaning Of Debris, Any Other Waste / Garbage Etc., Including Water Accumulated In The Ducts / Galleries Of Jetties & Wharfs By Employing 4 Nos. Of Mazdoors For 8 Hours / Day As Per Following :-A) Opening Of Mild Steel / Rcc Gallery Covers Of Any Description, Size Shape And Placing Safety Cones Etc., Around The Duct / Gallery Opening On Jetty /Wharf. B) Entering Into The Gallery Through Opening To A Depth Of Appx 2.7M To 3.0M Below The Jetty / Wharf And Collection Of Silt / Mud / Debris And Other Foreign Materials In The Gallery To The Nearest Manhole Of Gallery For Lifting The Same To A Height Of 2.7M To 3.0M By Suitable Means To The Jetty / Wharf Surfaces For Further Disposal.C) Re-Positioning Of Ms / Rcc Duct Covers. Note: Loading & Transport For Disposal Of Garbage / Debris Outside Of Nd(V) Shall Be Measured And Paid Separately.
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